tabela rusch final (1)
TRANSCRIPT
![Page 1: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/1.jpg)
MINISTÉRIO DA DEFESAEXÉRCITO BRASILEIRO
SECRETARIA DE CIÊNCIA E TECNOLOGIAINSTITUTO MILITAR DE ENGENHARIA
REAL ACADEMIA DE ARTILHARIA FORTIFICAÇÃO E DESENHOSEÇÃO DE ENGENHARIA DE FORTIFICAÇÃO E CONSTRUÇÃO
LAJE CENTRALSEÇÃO TRANSVERSAL DA PONTE
DADOS - LAJE CENTRALESPESSURA DA LAJE CENTRAL (cm)ESPESSURA DA LAJE NO ENCONTRO COM A VIGA (cm)LARGURA DA PARTE CENTRAL (m)LARGURA DA VIGA PRINCIPAL (m)ALTURA DA VIGA PRINCIPAL (m)ESPESSURA DA PAVIMENTAÇÃO (cm)TREM TIPO(30t ou 45t)TABELA DE RUSCH NÚMERO
CARGAS PERMANENTESPESO PRÓPRIOPAVIMENTAÇÃOCARGA PERMANENTE TOTAL
ESFORÇOS DEVIDO A CARGA PERMANENTE
CARGA MÓVEL
ESFORÇOS DEVIDO A CARGA MÓVEL
DADOS - LAJE EM BALANÇO
COEFICIENTE DE IMPACTO(j)
Executar Consultar Limpar Geometria
Consultar Executar Limpar
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TABELA DE RUSCH NÚMEROCOMPRIMENTO DO BALANÇO(m)ESPESSURA DA LAJE NA EXTREMIDADE DO BALANÇO(cm)LARGURA DA DEFENSA(cm)ALTURA DA DEFENSA(cm)
ESFORÇOS DEVIDO A CARGA PERMANENTESEÇÃO CENTRAL DO BALANÇO
MOMENTO DEVIDO AO PESO PRÓPRIO DA LAJEMOMENTO DEVIDO AO PESO DA PAVIMENTAÇÃOMOMENTO DEVIDO A DEFENSA
SEÇÃO DO ENGASTEMOMENTO DEVIDO AO PESO PRÓPRIO DA LAJEMOMENTO DEVIDO AO PESO DA PAVIMENTAÇÃOMOMENTO DEVIDO A DEFENSA
ESFORÇOS DEVIDO A CARGA MÓVEL NO BALANÇOMXRMYMY(0, LX/4)MX(0, LX)MY(0, LX)MX(0, 2*LX)MY(0, 2*LX)
Consultar Executar Limpar
![Page 3: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/3.jpg)
MINISTÉRIO DA DEFESAEXÉRCITO BRASILEIRO
SECRETARIA DE CIÊNCIA E TECNOLOGIAINSTITUTO MILITAR DE ENGENHARIA
REAL ACADEMIA DE ARTILHARIA FORTIFICAÇÃO E DESENHOSEÇÃO DE ENGENHARIA DE FORTIFICAÇÃO E CONSTRUÇÃO
LAJE CENTRALSEÇÃO TRANSVERSAL DA PONTE
DADOS - LAJE CENTRAL26.0035.007.000.401.557.00
65.1
CARGAS PERMANENTES
ESFORÇOS DEVIDO A CARGA PERMANENTE
CARGA MÓVEL
ESFORÇOS DEVIDO A CARGA MÓVEL
DADOS - LAJE EM BALANÇO
Geometria
Limpar
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ESFORÇOS DEVIDO A CARGA PERMANENTESEÇÃO CENTRAL DO BALANÇO
SEÇÃO DO ENGASTE
ESFORÇOS DEVIDO A CARGA MÓVEL NO BALANÇO
Limpar
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30 t 245 t 2
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lchlvh
xl
vplvph
balh
exth
dh
dl
VOLTAR PARA PRINCIPAL
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lchlvh
xl
vplvph
balh
exth
dh
dl
ALTURA DA DEFENSA
LARGURA DA DEFENSA
ESPESSURA DA LAJE NA EXTREMIDADE DO BALANÇO
COMPRIMENTO DO BALANÇO
ALTURA DA VIGA PRINCIPAL
LARGURA DA VIGA PRINCIPAL
LARGURA DA PARTE CENTRAL
ESPESSURA DA LAJE NO ENCONTRO COM A VIGA
ESPESSURA DA LAJE CENTRALhlchlvl xlvphvplbalhextldhd
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1Nr. 1.1 ly/lx= ∞
Mxm 0.125Mym 0.0208
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/afür alle Werte t/a1
L p p' p p'0.02 - 0.1 - -
0.053 - 0.2 - -0.103 - 0.5 - 0.090.172 - 1 - 0.190.238 - 1.78 - 0.320.314 0.1 2.8 0.04 0.550.444 0.25 5.6 0.17 1.230.55 0.54 9.6 0.4 2.260.64 0.8 14.6 0.64 3.570.71 1.1 20.6 0.93 5.180.78 1.5 27.5 1.26 7.080.84 1.8 35.4 1.57 9.230.88 2.16 44 0.192 11.63
PRINCIPAL
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1Nr. 1 ly/lx= ∞
Mxm 0.125Mym 0.0208
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/afür alle Werte t/a1
L p p' p p'0.028 - - - -0.063 - 0.15 - 0.030.118 0.1 0.23 0.02 0.070.179 0.25 0.4 0.04 0.120.253 0.58 0.96 0.1 0.240.323 1 1.35 0.17 0.40.433 2.2 2.85 0.37 1.030.53 3.46 5.65 0.58 2.030.62 4.7 8 0.78 3.060.7 5.75 11.8 0.92 4.54
0.76 6.9 16.4 1.29 6.280.82 8 22.1 1.3 8.250.87 9.12 28.7 1.46 10.67
PRINCIPAL
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2Nr. 2.1 ly/lx= ∞
Mxr 0.125My 0My 0.0131Mx 0.125My 0.0208Mx 0.125My 0.0208
Brückenklasse 30t bis 60t
lx/a
Mxr mitte d. freien randes My bei x=0t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.48 0.35 0.2 0.12 0 0 01 0.67 0.52 0.38 0.225 0 0 0
1.5 0.89 0.72 0.54 0.39 0 0 02 1.19 1.03 0.85 0.58 0 0 0
2.5 1.43 1.3 1.12 0.79 0 0 03 1.68 1.54 1.38 1.03 0 0 04 1.99 1.93 1.8 1.4 0 0 05 2.22 2.21 2.13 1.68 0 0 06 2.42 2.42 2.4 1.93 0 0 07 2.59 2.59 2.59 2.13 0 0 08 2.73 2.73 2.73 2.28 0 0 09 2.84 2.84 2.84 2.42 0 0 0
10 2.92 2.92 2.92 2.54 0 0 0
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Radduck des SLW von 1,0tMy bei x=0 My bei y=0,25 lx Mx bei lx
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0 0.118 0.068 0.033 0.015 0.21 0.15 0.12 0.10 0.179 0.11 0.064 0.034 0.32 0.27 0.22 0.1930 0.251 0.18 0.106 0.064 0.45 0.42 0.36 0.30 0.323 0.261 0.151 0.109 0.58 0.54 0.49 0.420 0.385 0.33 0.179 0.159 0.68 0.65 0.59 0.510 0.438 0.386 0.249 0.217 0.78 0.74 0.69 0.610 0.54 0.493 0.366 0.324 0.93 0.89 0.84 0.770 0.62 0.59 0.46 0.42 1.05 1.01 0.96 0.90 0.69 0.66 0.55 0.51 1.14 1.11 1.06 10 0.75 0.73 0.63 0.58 1.22 1.19 1.14 1.080 0.8 0.78 0.7 0.65 1.29 1.26 1.22 1.140 0.84 0.81 0.76 0.71 1.34 1.32 1.28 1.190 0.87 0.85 0.8 0.75 1.4 1.38 1.33 1.22
PRINCIPAL
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My bei lx Mx bei 2lx My bei 2lxt/a t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1 0.125L L L L L L L L L
0.143 0.083 0.075 0.068 0.185 0.135 0.085 0.06 0.1480.212 0.149 0.091 0.084 0.250 0.21 0.155 0.115 0.20.275 0.22 0.16 0.104 0.380 0.304 0.29 0.215 0.2620.355 0.298 0.24 0.162 0.52 0.487 0.438 0.376 0.3380.422 0.373 0.307 0.228 0.63 0.6 0.55 0.5 0.4150.488 0.44 0.369 0.31 0.71 0.69 0.64 0.59 0.4950.61 0.55 0.47 0.443 0.85 0.83 0.79 0.75 0.630.7 0.65 0.58 0.55 0.96 0.94 0.91 0.87 0.72
0.78 0.74 0.66 0.64 1.04 1.03 1 0.96 0.810.85 0.82 0.73 0.71 1.11 1.1 1.08 1.03 0.880.92 0.88 0.8 0.78 1.17 1.15 1.13 1.09 0.950.97 0.94 0.86 0.84 1.22 1.2 1.18 1.13 0.981.02 0.98 0.9 0.87 1.25 1.24 1.22 1.17 1.02
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My bei 2lx Mxr My Myt/a
für alle Werte t/a0.25 0.5 1L L L p p' p p' p p'
0.089 0.064 0.02 - 0.05 0 0 - 0.020.143 0.086 0.053 - 0.2 0 0 - 0.040.206 0.138 0.103 - 0.3 0 0 0.02 0.120.288 0.205 0.172 - 0.5 0 0 0.04 0.260.366 0.272 0.238 - 1.13 0 0 0.08 0.40.441 0.342 0.314 0.1 1.8 0 0 0.11 0.590.57 0.47 0.444 0.2 3.8 0 0 0.2 1.110.67 0.58 0.55 0.78 6.28 0 0 0.33 1.790.76 0.66 0.64 1.4 10.2 0 0 0.49 2.590.83 0.74 0.71 2.4 15.6 0 0 0.7 3.980.88 0.8 0.78 3.4 21.8 0 0 0.97 5.320.94 0.86 0.84 4.3 28.4 0 0 1.26 7.130.98 0.9 0.88 5.52 36.2 0 0 1.51 8.91
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Gleichlast um SLW von 1 t.m2Mx My Mx My
für alle Werte t/a
p p' p p' p p' p p'- - - - - 0.1 - -- 0.1 - 0.02 - 0.2 - -- 0.58 - 0.1 - 0.5 - 0.09- 1.1 - 0.22 - 1 - 0.19- 1.89 - 0.41 - 1.78 - 0.320 2.9 0.01 0.65 0.1 2.8 0.04 0.55
0.15 5.8 0.11 1.33 0.25 5.6 0.17 1.230.35 9.82 0.24 2.25 0.54 9.6 0.4 2.260.7 15 0.48 3.49 0.8 14.6 0.64 3.571 20.4 0.75 4.87 1.1 20.6 0.93 5.18
1.4 27.3 1.08 6.63 1.5 27.5 1.26 7.081.7 35 1.45 8.63 1.8 35.4 1.57 9.23
2.22 44.7 1.92 11.14 2.16 44 0.192 11.63
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2 2Nr. 2.2 ly/lx= ∞
Mxr 0.125My 0My 0.0131Mx 0.125My 0.0208Mx 0.125My 0.0208
Brückenklasse 30t bis 60t
lx/a
Mxr mitte d. freien randes My bei x=0t/a t/a
0.125 0.25 0.5 1 0.125 0.25L L L L L L
0.5 0.44 0.34 0.23 0.06 0 01 0.71 0.465 0.325 0.15 0 0
1.5 0.89 0.64 0.48 0.41 0 02 1.1 0.87 0.7 0.59 0 0
2.5 1.29 1.12 0.93 0.78 0 03 1.46 1.36 1.17 1 0 04 1.77 1.76 1.58 1.38 0 05 2.03 2.03 1.94 1.67 0 06 2.26 2.26 2.24 1.89 0 07 2.43 2.43 2.43 2.07 0 08 2.56 2.56 2.56 2.21 0 09 2.65 2.65 2.65 2.29 0 0
10 2.7 2.7 2.7 2.33 0 0
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Radduck des SLW von 1,0tMy bei x=0 My bei y=0,25 lx Mx bei lx
t/a t/a t/a0.5 1 0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L L L0 0 0.125 0.073 0.028 0.019 0.21 0.2 0.120 0 0.196 0.125 0.081 0.063 0.405 0.328 0.250 0 0.25 0.178 0.133 0.093 0.52 0.452 0.410 0 0.294 0.261 0.179 0.125 0.62 0.57 0.530 0 0.332 0.272 0.222 0.176 0.72 0.67 0.630 0 0.37 0.317 0.264 0.195 0.81 0.77 0.720 0 0.44 0.398 0.341 0.267 0.97 0.92 0.870 0 0.51 0.476 0.416 0.327 1.08 1.04 0.980 0 0.58 0.55 0.483 0.406 1.17 1.14 1.080 0 0.64 0.62 0.56 0.48 1.25 1.22 1.150 0 0.71 0.69 0.63 0.54 1.3 1.28 1.220 0 0.77 0.76 0.71 0.6 1.35 1.33 1.270 0 0.83 0.82 0.77 0.68 1.39 1.36 1.32
PRINCIPAL
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Mx bei lx My bei lx Mx bei 2lxt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.085 0.148 0.094 0.064 0.026 0.2 0.17 0.112 0.0650.21 0.222 0.155 0.108 0.06 0.351 0.3 0.237 0.1760.35 0.266 0.209 0.156 0.117 0.431 0.4 0.351 0.3050.48 0.32 0.262 0.222 0.167 0.52 0.491 0.461 0.4210.59 0.381 0.333 0.288 0.25 0.62 0.59 0.56 0.530.68 0.456 0.405 0.358 0.318 0.72 0.69 0.67 0.630.83 0.58 0.52 0.47 0.43 0.87 0.85 0.82 0.80.94 0.68 0.62 0.57 0.53 0.99 0.98 0.95 0.931.04 0.76 0.72 0.66 0.62 1.08 1.07 1.04 1.021.12 0.83 0.79 0.73 0.7 1.15 1.14 1.11 1.11.18 0.9 0.86 0.8 0.76 1.2 1.19 1.17 1.151.24 0.96 0.91 0.85 0.82 1.24 1.23 1.21 1.21.29 1.01 0.95 0.9 0.87 1.27 1.26 1.24 1.23
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My bei 2lx Mxr My Myt/a
für alle Werte t/a0.125 0.25 0.5 1L L L L p p' p p' p
0.155 0.095 0.069 0.028 - - 0 0 -0.223 0.158 0.11 0.063 - 0.05 0 0 -0.267 0.22 0.16 0.118 0.1 0.2 0 0 0.020.322 0.263 0.228 0.179 0.2 0.3 0 0 0.040.382 0.338 0.29 0.253 0.28 0.54 0 0 0.10.457 0.408 0.361 0.323 0.4 1.3 0 0 0.170.58 0.53 0.472 0.433 0.9 3.2 0 0 0.370.69 0.64 0.58 0.53 1.8 6.42 0 0 0.580.77 0.73 0.66 0.62 2.9 11 0 0 0.790.84 0.8 0.73 0.7 4.1 16.3 0 0 0.980.9 0.86 0.8 0.76 5.5 22.5 0 0 1.14
0.96 0.91 0.85 0.82 7.1 29 0 0 1.41.02 0.95 0.9 0.87 9.05 35.6 0 0 1.6
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Gleichlast um SLW von 1 t.m2My Mx My Mx My
für alle Werte t/a
p' p p' p p' p p' p p'- 0 0 0 0 - - - -
0.02 0 0.1 - 0.02 - 0.15 - 0.030.06 0.1 0.2 0.02 0.03 0.1 0.23 0.02 0.070.12 0.2 0.5 0.03 0.13 0.25 0.4 0.04 0.120.24 0.53 1 0.09 0.32 0.58 0.96 0.1 0.240.37 0.6 1.8 0.1 0.57 1 1.35 0.17 0.40.81 1 3.6 0.17 1.15 2.2 2.85 0.37 1.031.52 1.63 6.21 0.27 1.98 3.46 5.65 0.58 2.032.25 2.7 10 0.47 3.13 4.7 8 0.78 3.063.35 3.9 14.4 0.7 4.52 5.75 11.8 0.92 4.544.72 5.7 20 1.07 6.17 6.9 16.4 1.29 6.286.28 7.4 26.6 1.4 8.15 8 22.1 1.3 8.258.89 9.65 36.7 1.83 11.06 9.12 28.7 1.46 10.67
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4Nr. 4.1 ly/lx = 3
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.19055 0.13905 0.08755 0.0618 0.148 0.089 0.0641 0.2575 0.2163 0.15965 0.11845 0.2 0.143 0.086
1.5 0.3914 0.31312 0.2987 0.22145 0.262 0.206 0.1382 0.5356 0.50161 0.45114 0.38728 0.338 0.288 0.205
2.5 0.6489 0.618 0.5665 0.515 0.415 0.366 0.2723 0.7313 0.7107 0.6592 0.6077 0.495 0.441 0.3424 0.8755 0.8549 0.8137 0.7725 0.63 0.57 0.475 0.9888 0.9682 0.9373 0.8961 0.72 0.67 0.586 1.0712 1.0609 1.03 0.9888 0.81 0.76 0.667 1.1433 1.133 1.1124 1.0609 0.88 0.83 0.748 1.2051 1.1845 1.1639 1.1227 0.95 0.88 0.89 1.2566 1.236 1.2154 1.1639 0.98 0.94 0.86
10 1.2875 1.2772 1.2566 1.2051 1.02 0.98 0.9
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02 0.504 0.3675 0.21 0.126 - 0.103 - -
0.053 0.7035 0.546 0.399 0.23625 - 0.206 - -0.103 0.9345 0.756 0.567 0.4095 - 0.515 - 0.090.172 1.2495 1.0815 0.8925 0.609 - 1.03 - 0.190.238 1.5015 1.365 1.176 0.8295 - 1.8334 - 0.320.314 1.764 1.617 1.449 1.0815 0.103 2.884 0.04 0.550.444 2.0895 2.0265 1.89 1.47 0.2575 5.768 0.17 1.230.55 2.331 2.3205 2.2365 1.764 0.5562 9.888 0.4 2.260.64 2.541 2.541 2.52 2.0265 0.824 15.038 0.64 3.570.71 2.7195 2.7195 2.7195 2.2365 1.133 21.218 0.93 5.180.78 2.8665 2.8665 2.8665 2.394 1.545 28.325 1.26 7.080.84 2.982 2.982 2.982 2.541 1.854 36.462 1.57 9.230.88 3.066 3.066 3.066 2.667 2.2248 45.32 0.192 11.63
PRINCIPAL
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Mxr
für alle Werte t/a
p p'- 0.0525- 0.21- 0.315- 0.525- 1.1865
0.105 1.890.21 3.99
0.819 6.5941.47 10.712.52 16.383.57 22.89
4.515 29.825.796 38.01
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4Nr. 4.2 ly/lx = 3
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.206 0.1751 0.11536 0.06695 0.155 0.095 0.0691 0.36153 0.309 0.24411 0.18128 0.223 0.158 0.11
1.5 0.44393 0.412 0.36153 0.31415 0.267 0.22 0.162 0.5356 0.50573 0.47483 0.43363 0.322 0.263 0.228
2.5 0.6386 0.6077 0.5768 0.5459 0.382 0.338 0.293 0.7416 0.7107 0.6901 0.6489 0.457 0.408 0.3614 0.8961 0.8755 0.8446 0.824 0.58 0.53 0.4725 1.0197 1.0094 0.9785 0.9579 0.69 0.64 0.586 1.1124 1.1021 1.0712 1.0506 0.77 0.73 0.667 1.1845 1.1742 1.1433 1.133 0.84 0.8 0.738 1.236 1.2257 1.2051 1.1845 0.9 0.86 0.89 1.2772 1.2669 1.2463 1.236 0.96 0.91 0.85
10 1.3081 1.2978 1.2772 1.2669 1.02 0.95 0.9
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.028 0.462 0.357 0.2415 0.063 - - - -0.063 0.7455 0.48825 0.34125 0.1575 - 0.1545 - 0.030.118 0.9345 0.672 0.504 0.4305 0.103 0.2369 0.02 0.070.179 1.155 0.9135 0.735 0.6195 0.2575 0.412 0.04 0.120.253 1.3545 1.176 0.9765 0.819 0.5974 0.9888 0.1 0.240.323 1.533 1.428 1.2285 1.05 1.03 1.3905 0.17 0.40.433 1.8585 1.848 1.659 1.449 2.266 2.9355 0.37 1.030.53 2.1315 2.1315 2.037 1.7535 3.5638 5.8195 0.58 2.030.62 2.373 2.373 2.352 1.9845 4.841 8.24 0.78 3.060.7 2.5515 2.5515 2.5515 2.1735 5.9225 12.154 0.92 4.54
0.76 2.688 2.688 2.688 2.3205 7.107 16.892 1.29 6.280.82 2.7825 2.7825 2.7825 2.4045 8.24 22.763 1.3 8.250.87 2.835 2.835 2.835 2.4465 9.3936 29.561 1.46 10.67
PRINCIPAL
![Page 27: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/27.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.0525
0.105 0.210.21 0.315
0.294 0.5670.42 1.365
0.945 3.361.89 6.741
3.045 11.554.305 17.1155.775 23.6257.455 30.45
9.5025 37.38
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5Nr. 5.1 ly/lx = 2.5
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2016 0.144 0.1152 0.096 0.14586 0.08466 0.07651 0.3072 0.2592 0.2112 0.18528 0.21624 0.15198 0.09282
1.5 0.432 0.4032 0.3456 0.288 0.2805 0.2244 0.16322 0.5568 0.5184 0.4704 0.4032 0.3621 0.30396 0.2448
2.5 0.6528 0.624 0.5664 0.4896 0.43044 0.38046 0.313143 0.7488 0.7104 0.6624 0.5856 0.49776 0.4488 0.376384 0.8928 0.8544 0.8064 0.7392 0.6222 0.561 0.47945 1.008 0.9696 0.9216 0.864 0.714 0.663 0.59166 1.0944 1.0656 1.0176 0.96 0.7956 0.7548 0.67327 1.1712 1.1424 1.0944 1.0368 0.867 0.8364 0.74468 1.2384 1.2096 1.1712 1.0944 0.9384 0.8976 0.8169 1.2864 1.2672 1.2288 1.1424 0.9894 0.9588 0.8772
10 1.344 1.3248 1.2768 1.1712 1.0404 0.9996 0.918
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.06936 0.4753 0.3492 0.2134 0.2231 - - - -0.08568 0.679 0.582 0.485 0.3686 - 0.096 - 0.02040.10608 0.8924 0.7857 0.679 0.582 - 0.5568 - 0.1020.16524 1.1834 1.067 0.9506 0.8148 - 1.056 - 0.22440.23256 1.4356 1.3095 1.1834 1.0476 - 1.8144 - 0.41820.3162 1.6587 1.5326 1.3968 1.2513 0 2.784 0.0102 0.663
0.45186 2.0273 1.8818 1.7654 1.6199 0.144 5.568 0.1122 1.35660.561 2.328 2.1728 2.0564 1.9206 0.336 9.4272 0.2448 2.295
0.6528 2.5705 2.4056 2.2892 2.1437 0.672 14.4 0.4896 3.55980.7242 2.7742 2.5996 2.4735 2.3474 0.96 19.584 0.765 4.96740.7956 2.9391 2.7645 2.6384 2.5317 1.344 26.208 1.1016 6.76260.8568 3.0943 2.91 2.7645 2.6966 1.632 33.6 1.479 8.80260.8874 3.2107 3.0167 2.8615 2.716 2.1312 42.912 1.9584 11.3628
PRINCIPAL
![Page 30: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/30.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.097- 0.291- 0.582- 0.96030 1.649
0.291 3.6860.6402 7.02281.552 10.3792.231 15.6173.298 21.4374.268 27.936
6.6057 37.5584
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5Nr. 5.2 ly/lx = 2.5
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0tlx/a Mxm in Plattenmitte Mym in Plattenmitte
t/a t/a0.125 0.25 0.5 1 0.125 0.25 0.5
L L L L L L L0.5 0.2016 0.192 0.1152 0.0816 0.15096 0.09588 0.065281 0.3888 0.31488 0.24 0.2016 0.22644 0.1581 0.11016
1.5 0.4992 0.43392 0.3936 0.336 0.27132 0.21318 0.159122 0.5952 0.5472 0.5088 0.4608 0.3264 0.26724 0.22644
2.5 0.6912 0.6432 0.6048 0.5664 0.38862 0.33966 0.293763 0.7776 0.7392 0.6912 0.6528 0.46512 0.4131 0.365164 0.9312 0.8832 0.8352 0.7968 0.5916 0.5304 0.47945 1.0368 0.9984 0.9408 0.9024 0.6936 0.6324 0.58146 1.1232 1.0944 1.0368 0.9984 0.7752 0.7344 0.67327 1.2 1.1712 1.104 1.0752 0.8466 0.8058 0.74468 1.248 1.2288 1.1712 1.1328 0.918 0.8772 0.8169 1.296 1.2768 1.2192 1.1904 0.9792 0.9282 0.867
10 1.3344 1.3056 1.2672 1.2384 1.0302 0.969 0.918
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02652 0.4947 0.3492 0.2522 0.2522 0 0 0 00.0612 0.6984 0.582 0.4559 0.4559 0 0.096 - 0.0204
0.11934 0.873 0.7566 0.6111 0.6111 0.096 0.192 0.0204 0.03060.17034 1.067 0.9603 0.8051 0.8245 0.192 0.48 0.0306 0.1326
0.255 1.2804 1.1543 1.0282 1.0379 0.5088 0.96 0.0918 0.32640.32436 1.5132 1.3871 1.2707 1.261 0.576 1.728 0.102 0.58140.4386 1.9012 1.746 1.6296 1.6102 0.96 3.456 0.1734 1.1730.5406 2.1922 2.037 1.9109 1.8915 1.5648 5.9616 0.2754 2.01960.6324 2.4541 2.2892 2.1534 1.94 2.592 9.6 0.4794 3.19260.714 2.6384 2.4735 2.328 2.3183 3.744 13.824 0.714 4.6104
0.7752 2.7936 2.6384 2.5026 2.4832 5.472 19.2 1.0914 6.29340.8364 2.9294 2.7936 2.6287 2.5705 7.104 25.536 1.428 8.3130.8874 3.0264 2.8906 2.7257 2.619 9.264 35.232 1.8666 11.2812
PRINCIPAL
![Page 33: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/33.jpg)
Mxr
für alle Werte t/a
p p'0 0- 0.097- 0.2425
0.1455 0.63050.2231 0.95060.485 1.6490.97 3.977
1.9012 6.31472.522 12.1253.298 17.2664.171 23.285.044 28.615
7.3429 34.4544
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Nr. 6.1 ly/lx = 2Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.21 0.15 0.12 0.1 0.143 0.083 0.0751 0.32 0.27 0.22 0.193 0.212 0.149 0.091
1.5 0.45 0.42 0.36 0.3 0.275 0.22 0.162 0.58 0.54 0.49 0.42 0.355 0.298 0.24
2.5 0.68 0.65 0.59 0.51 0.422 0.373 0.3073 0.78 0.74 0.69 0.61 0.488 0.44 0.3694 0.93 0.89 0.84 0.77 0.61 0.55 0.475 1.05 1.01 0.96 0.9 0.7 0.65 0.586 1.14 1.11 1.06 1 0.78 0.74 0.667 1.22 1.19 1.14 1.08 0.85 0.82 0.738 1.29 1.26 1.22 1.14 0.92 0.88 0.89 1.34 1.32 1.28 1.19 0.97 0.94 0.86
10 1.4 1.38 1.33 1.22 1.02 0.98 0.9
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.068 0.49 0.36 0.22 0.23 - - - -0.084 0.7 0.6 0.5 0.38 - 0.1 - 0.020.104 0.92 0.81 0.7 0.6 - 0.58 - 0.10.162 1.22 1.1 0.98 0.84 - 1.1 - 0.220.228 1.48 1.35 1.22 1.08 - 1.89 - 0.410.31 1.71 1.58 1.44 1.29 0 2.9 0.01 0.65
0.443 2.09 1.94 1.82 1.67 0.15 5.8 0.11 1.330.55 2.4 2.24 2.12 1.98 0.35 9.82 0.24 2.250.64 2.65 2.48 2.36 2.21 0.7 15 0.48 3.490.71 2.86 2.68 2.55 2.42 1 20.4 0.75 4.870.78 3.03 2.85 2.72 2.61 1.4 27.3 1.08 6.630.84 3.19 3 2.85 2.78 1.7 35 1.45 8.630.87 3.31 3.11 2.95 2.8 2.22 44.7 1.92 11.14
PRINCIPAL
![Page 36: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/36.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.1- 0.3- 0.6- 0.990 1.7
0.3 3.80.66 7.241.6 10.72.3 16.13.4 22.14.4 28.8
6.81 38.72
![Page 37: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/37.jpg)
Nr. 6.2 ly/lx = 2Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.21 0.2 0.12 0.085 0.148 0.094 0.0641 0.405 0.328 0.25 0.21 0.222 0.155 0.108
1.5 0.52 0.452 0.41 0.35 0.266 0.209 0.1562 0.62 0.57 0.53 0.48 0.32 0.262 0.222
2.5 0.72 0.67 0.63 0.59 0.381 0.333 0.2883 0.81 0.77 0.72 0.68 0.456 0.405 0.3584 0.97 0.92 0.87 0.83 0.58 0.52 0.475 1.08 1.04 0.98 0.94 0.68 0.62 0.576 1.17 1.14 1.08 1.04 0.76 0.72 0.667 1.25 1.22 1.15 1.12 0.83 0.79 0.738 1.3 1.28 1.22 1.18 0.9 0.86 0.89 1.35 1.33 1.27 1.24 0.96 0.91 0.85
10 1.39 1.36 1.32 1.29 1.01 0.95 0.9
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.026 0.51 0.36 0.26 0.26 0 0 0 00.06 0.72 0.6 0.47 0.47 0 0.1 - 0.02
0.117 0.9 0.78 0.63 0.63 0.1 0.2 0.02 0.030.167 1.1 0.99 0.83 0.85 0.2 0.5 0.03 0.130.25 1.32 1.19 1.06 1.07 0.53 1 0.09 0.32
0.318 1.56 1.43 1.31 1.3 0.6 1.8 0.1 0.570.43 1.96 1.8 1.68 1.66 1 3.6 0.17 1.150.53 2.26 2.1 1.97 1.95 1.63 6.21 0.27 1.980.62 2.53 2.36 2.22 2 2.7 10 0.47 3.130.7 2.72 2.55 2.4 2.39 3.9 14.4 0.7 4.52
0.76 2.88 2.72 2.58 2.56 5.7 20 1.07 6.170.82 3.02 2.88 2.71 2.65 7.4 26.6 1.4 8.150.87 3.12 2.98 2.81 2.7 9.65 36.7 1.83 11.06
PRINCIPAL
![Page 39: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/39.jpg)
Mxr
für alle Werte t/a
p p'0 0- 0.1- 0.25
0.15 0.650.23 0.980.5 1.71 4.1
1.96 6.512.6 12.53.4 17.84.3 245.2 29.5
7.57 35.52
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7Nr. 7.1 ly/lx = 1.8
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2163 0.1545 0.1236 0.103 0.14157 0.08217 0.074251 0.3296 0.2781 0.2266 0.19879 0.20988 0.14751 0.09009
1.5 0.4635 0.4326 0.3708 0.309 0.27225 0.2178 0.15842 0.5974 0.5562 0.5047 0.4326 0.35145 0.29502 0.2376
2.5 0.7004 0.6695 0.6077 0.5253 0.41778 0.36927 0.303933 0.8034 0.7622 0.7107 0.6283 0.48312 0.4356 0.365314 0.9579 0.9167 0.8652 0.7931 0.6039 0.5445 0.46535 1.0815 1.0403 0.9888 0.927 0.693 0.6435 0.57426 1.1742 1.1433 1.0918 1.03 0.7722 0.7326 0.65347 1.2566 1.2257 1.1742 1.1124 0.8415 0.8118 0.72278 1.3287 1.2978 1.2566 1.1742 0.9108 0.8712 0.7929 1.3802 1.3596 1.3184 1.2257 0.9603 0.9306 0.8514
10 1.442 1.4214 1.3699 1.2566 1.0098 0.9702 0.891
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.06732 0.4998 0.3672 0.2244 0.2346 - - - -0.08316 0.714 0.612 0.51 0.3876 - 0.1 - 0.01980.10296 0.9384 0.8262 0.714 0.612 - 0.58 - 0.0990.16038 1.2444 1.122 0.9996 0.8568 - 1.1 - 0.21780.22572 1.5096 1.377 1.2444 1.1016 - 1.89 - 0.40590.3069 1.7442 1.6116 1.4688 1.3158 0 2.9 0.0099 0.6435
0.43857 2.1318 1.9788 1.8564 1.7034 0.15 5.8 0.1089 1.31670.5445 2.448 2.2848 2.1624 2.0196 0.35 9.82 0.2376 2.22750.6336 2.703 2.5296 2.4072 2.2542 0.7 15 0.4752 3.45510.7029 2.9172 2.7336 2.601 2.4684 1 20.4 0.7425 4.82130.7722 3.0906 2.907 2.7744 2.6622 1.4 27.3 1.0692 6.56370.8316 3.2538 3.06 2.907 2.8356 1.7 35 1.4355 8.54370.8613 3.3762 3.1722 3.009 2.856 2.22 44.7 1.9008 11.0286
PRINCIPAL
![Page 42: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/42.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.103- 0.5974- 1.133- 1.94670 2.987
0.1545 5.9740.3605 10.11460.721 15.451.03 21.012
1.442 28.1191.751 36.05
2.2866 46.041
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7Nr. 7.2 ly/lx = 1.8
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2163 0.206 0.1236 0.08755 0.14652 0.09306 0.063361 0.41715 0.33784 0.2575 0.2163 0.21978 0.15345 0.10692
1.5 0.5356 0.46556 0.4223 0.3605 0.26334 0.20691 0.154442 0.6386 0.5871 0.5459 0.4944 0.3168 0.25938 0.21978
2.5 0.7416 0.6901 0.6489 0.6077 0.37719 0.32967 0.285123 0.8343 0.7931 0.7416 0.7004 0.45144 0.40095 0.354424 0.9991 0.9476 0.8961 0.8549 0.5742 0.5148 0.46535 1.1124 1.0712 1.0094 0.9682 0.6732 0.6138 0.56436 1.2051 1.1742 1.1124 1.0712 0.7524 0.7128 0.65347 1.2875 1.2566 1.1845 1.1536 0.8217 0.7821 0.72278 1.339 1.3184 1.2566 1.2154 0.891 0.8514 0.7929 1.3905 1.3699 1.3081 1.2772 0.9504 0.9009 0.8415
10 1.4317 1.4008 1.3596 1.3287 0.9999 0.9405 0.891
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02574 0.5202 0.3672 0.2652 0.2652 0 0 0 00.0594 0.7344 0.612 0.4794 0.4794 0 0.103 - 0.0198
0.11583 0.918 0.7956 0.6426 0.6426 0.103 0.206 0.0198 0.02970.16533 1.122 1.0098 0.8466 0.867 0.206 0.515 0.0297 0.12870.2475 1.3464 1.2138 1.0812 1.0914 0.5459 1.03 0.0891 0.3168
0.31482 1.5912 1.4586 1.3362 1.326 0.618 1.854 0.099 0.56430.4257 1.9992 1.836 1.7136 1.6932 1.03 3.708 0.1683 1.13850.5247 2.3052 2.142 2.0094 1.989 1.6789 6.3963 0.2673 1.96020.6138 2.5806 2.4072 2.2644 2.04 2.781 10.3 0.4653 3.09870.693 2.7744 2.601 2.448 2.4378 4.017 14.832 0.693 4.4748
0.7524 2.9376 2.7744 2.6316 2.6112 5.871 20.6 1.0593 6.10830.8118 3.0804 2.9376 2.7642 2.703 7.622 27.398 1.386 8.06850.8613 3.1824 3.0396 2.8662 2.754 9.9395 37.801 1.8117 10.9494
PRINCIPAL
![Page 45: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/45.jpg)
Mxr
für alle Werte t/a
p p'0 0- 0.102- 0.255
0.153 0.6630.2346 0.9996
0.51 1.7341.02 4.182
1.9992 6.64022.652 12.753.468 18.1564.386 24.485.304 30.09
7.7214 36.2304
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8Nr. 8.1 ly/lx = 1.6
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2247 0.1605 0.1284 0.107 0.14014 0.08134 0.07351 0.3424 0.2889 0.2354 0.20651 0.20776 0.14602 0.08918
1.5 0.4815 0.4494 0.3852 0.321 0.2695 0.2156 0.15682 0.6206 0.5778 0.5243 0.4494 0.3479 0.29204 0.2352
2.5 0.7276 0.6955 0.6313 0.5457 0.41356 0.36554 0.300863 0.8346 0.7918 0.7383 0.6527 0.47824 0.4312 0.361624 0.9951 0.9523 0.8988 0.8239 0.5978 0.539 0.46065 1.1235 1.0807 1.0272 0.963 0.686 0.637 0.56846 1.2198 1.1877 1.1342 1.07 0.7644 0.7252 0.64687 1.3054 1.2733 1.2198 1.1556 0.833 0.8036 0.71548 1.3803 1.3482 1.3054 1.2198 0.9016 0.8624 0.7849 1.4338 1.4124 1.3696 1.2733 0.9506 0.9212 0.8428
10 1.498 1.4766 1.4231 1.3054 0.9996 0.9604 0.882
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.06664 0.5096 0.3744 0.2288 0.2392 - - - -0.08232 0.728 0.624 0.52 0.3952 - 0.107 - 0.01960.10192 0.9568 0.8424 0.728 0.624 - 0.6206 - 0.0980.15876 1.2688 1.144 1.0192 0.8736 - 1.177 - 0.21560.22344 1.5392 1.404 1.2688 1.1232 - 2.0223 - 0.40180.3038 1.7784 1.6432 1.4976 1.3416 0 3.103 0.0098 0.637
0.43414 2.1736 2.0176 1.8928 1.7368 0.1605 6.206 0.1078 1.30340.539 2.496 2.3296 2.2048 2.0592 0.3745 10.5074 0.2352 2.205
0.6272 2.756 2.5792 2.4544 2.2984 0.749 16.05 0.4704 3.42020.6958 2.9744 2.7872 2.652 2.5168 1.07 21.828 0.735 4.77260.7644 3.1512 2.964 2.8288 2.7144 1.498 29.211 1.0584 6.49740.8232 3.3176 3.12 2.964 2.8912 1.819 37.45 1.421 8.45740.8526 3.4424 3.2344 3.068 2.912 2.3754 47.829 1.8816 10.9172
PRINCIPAL
![Page 48: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/48.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.104- 0.312- 0.624- 1.02960 1.768
0.312 3.9520.6864 7.52961.664 11.1282.392 16.7443.536 22.9844.576 29.952
7.0824 40.2688
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8Nr. 8.2 ly/lx = 1.6
Mxm 0.125Mym 0.0208Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2247 0.214 0.1284 0.09095 0.14504 0.09212 0.062721 0.43335 0.35096 0.2675 0.2247 0.21756 0.1519 0.10584
1.5 0.5564 0.48364 0.4387 0.3745 0.26068 0.20482 0.152882 0.6634 0.6099 0.5671 0.5136 0.3136 0.25676 0.21756
2.5 0.7704 0.7169 0.6741 0.6313 0.37338 0.32634 0.282243 0.8667 0.8239 0.7704 0.7276 0.44688 0.3969 0.350844 1.0379 0.9844 0.9309 0.8881 0.5684 0.5096 0.46065 1.1556 1.1128 1.0486 1.0058 0.6664 0.6076 0.55866 1.2519 1.2198 1.1556 1.1128 0.7448 0.7056 0.64687 1.3375 1.3054 1.2305 1.1984 0.8134 0.7742 0.71548 1.391 1.3696 1.3054 1.2626 0.882 0.8428 0.7849 1.4445 1.4231 1.3589 1.3268 0.9408 0.8918 0.833
10 1.4873 1.4552 1.4124 1.3803 0.9898 0.931 0.882
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02548 0.5304 0.3744 0.2704 0.2704 0 0 0 00.0588 0.7488 0.624 0.4888 0.4888 0 0.107 - 0.0196
0.11466 0.936 0.8112 0.6552 0.6552 0.107 0.214 0.0196 0.02940.16366 1.144 1.0296 0.8632 0.884 0.214 0.535 0.0294 0.1274
0.245 1.3728 1.2376 1.1024 1.1128 0.5671 1.07 0.0882 0.31360.31164 1.6224 1.4872 1.3624 1.352 0.642 1.926 0.098 0.55860.4214 2.0384 1.872 1.7472 1.7264 1.07 3.852 0.1666 1.1270.5194 2.3504 2.184 2.0488 2.028 1.7441 6.6447 0.2646 1.94040.6076 2.6312 2.4544 2.3088 2.08 2.889 10.7 0.4606 3.06740.686 2.8288 2.652 2.496 2.4856 4.173 15.408 0.686 4.4296
0.7448 2.9952 2.8288 2.6832 2.6624 6.099 21.4 1.0486 6.04660.8036 3.1408 2.9952 2.8184 2.756 7.918 28.462 1.372 7.9870.8526 3.2448 3.0992 2.9224 2.808 10.3255 39.269 1.7934 10.8388
PRINCIPAL
![Page 51: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/51.jpg)
Mxr
für alle Werte t/a
p p'0 0- 0.104- 0.26
0.156 0.6760.2392 1.0192
0.52 1.7681.04 4.264
2.0384 6.77042.704 133.536 18.5124.472 24.965.408 30.68
7.8728 36.9408
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9Nr. 9.1 ly/lx = 1.4
Mxm 0.125Mym 0.0176Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2375 0.1919 0.13015 0.1064 0.14241 0.0808 0.07071 0.342 0.3135 0.1995 0.1805 0.20705 0.14645 0.0909
1.5 0.4332 0.42465 0.4085 0.37525 0.27068 0.21816 0.148472 0.5985 0.5795 0.551 0.494 0.35249 0.2929 0.21311
2.5 0.76 0.7315 0.684 0.6555 0.42622 0.37471 0.284823 0.9025 0.855 0.8075 0.779 0.49086 0.4343 0.352494 1.1495 1.083 1.026 0.988 0.6161 0.5252 0.46465 1.311 1.254 1.197 1.1495 0.6969 0.6464 0.57576 1.3965 1.3585 1.3015 1.2635 0.7777 0.7373 0.65657 1.463 1.425 1.3775 1.3395 0.8484 0.8181 0.72728 1.501 1.463 1.425 1.387 0.9191 0.8787 0.79799 1.52 1.4915 1.4535 1.425 0.9797 0.9393 0.8585
10 1.5295 1.5105 1.4725 1.444 1.01 0.9797 0.8989
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.06565 0.4851 0.3675 0.2352 0.147 - 0.095 - 0.03030.08181 0.735 0.588 0.441 0.3087 - 0.19 - 0.04040.10302 0.9702 0.8232 0.7056 0.5782 - 0.418 - 0.09090.15756 1.176 1.078 0.9604 0.8428 - 0.836 - 0.19190.21715 1.4504 1.323 1.1956 1.0682 - 1.4155 - 0.35350.29189 1.6464 1.4994 1.372 1.2642 0.0475 2.28 0.0303 0.52520.39188 2.0188 1.8718 1.7346 1.617 0.19 4.921 0.1313 1.05040.5353 2.3324 2.1854 2.058 1.911 0.475 8.6545 0.2828 1.73720.6363 2.6264 2.4696 2.3226 2.1756 0.8075 13.053 0.5252 2.69670.7171 2.8616 2.7048 2.5578 2.3814 1.273 18.145 0.7777 3.89860.7878 3.038 2.8812 2.744 2.5284 1.805 24.32 1.0706 5.37320.8383 3.1752 3.0184 2.8812 2.6264 2.318 31.35 1.3938 6.97910.8686 3.2732 3.0968 2.9694 2.7636 2.8785 41.42 1.7372 9.09
PRINCIPAL
![Page 54: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/54.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.049- 0.1764- 0.4508- 0.9702
0.0098 1.6660.2156 3.90040.6762 7.09521.176 11.4661.862 16.9542.646 22.9323.43 29.596
4.5668 37.583
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9Nr. 9.2 ly/lx = 1.4
Mxm 0.125Mym 0.0176Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2356 0.1729 0.114 0.0836 0.14645 0.08787 0.034341 0.3971 0.323 0.247 0.2242 0.22321 0.15251 0.0808
1.5 0.57 0.4845 0.43985 0.43985 0.27674 0.20806 0.144432 0.703 0.646 0.6175 0.5985 0.33532 0.27876 0.21008
2.5 0.817 0.779 0.7505 0.7505 0.39289 0.34744 0.27273 0.9215 0.8835 0.836 0.836 0.45147 0.40602 0.329264 1.083 1.045 1.007 1.007 0.5555 0.5151 0.44445 1.216 1.178 1.1305 1.1305 0.6464 0.606 0.54546 1.3205 1.273 1.235 1.235 0.7272 0.6969 0.63637 1.406 1.368 1.3205 1.3205 0.808 0.7676 0.7078 1.463 1.4345 1.3965 1.3965 0.8787 0.8383 0.78789 1.52 1.4915 1.4535 1.4535 0.9393 0.8989 0.8484
10 1.558 1.5295 1.4915 1.4915 0.9999 0.9595 0.909
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02424 0.5292 0.3969 0.2499 0.245 - - - -0.05858 0.6468 0.5586 0.43512 0.441 - 0.0475 - 0.03030.09999 0.9408 0.7644 0.6174 0.637 - 0.19 - 0.06060.15251 1.1564 1.0192 0.882 0.8624 0.0475 0.551 0.0101 0.1515
0.202 1.3818 1.2642 1.127 1.0878 0.095 0.969 0.0202 0.26260.26563 1.5582 1.4406 1.3132 1.274 0.285 1.596 0.0505 0.47470.38582 1.8816 1.764 1.6464 1.617 1.3015 3.515 0.2323 1.25240.4848 2.1854 2.1168 1.9698 1.9208 2.451 6.3175 0.4343 2.27250.5757 2.4598 2.3226 2.2344 2.1756 3.4675 10.07 0.5656 3.4340.6666 2.695 2.5578 2.4696 2.3814 4.617 15.2 0.7474 4.78740.7373 2.8812 2.7342 2.646 2.5284 5.89 20.995 1.0201 6.24180.808 3.0086 2.8616 2.7538 2.6264 7.144 27.0275 1.1413 7.7568
0.8686 3.0968 2.94 2.8126 2.6656 8.5595 34.7225 1.3736 9.4839
PRINCIPAL
![Page 57: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/57.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.0392- 0.1764
0.049 0.55860.1764 0.980.588 1.7151.47 3.626
2.401 5.9783.332 9.5064.312 11.564
5.2724 20.586.272 27.0487.399 35.2996
![Page 58: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/58.jpg)
10Nr. 10.1 ly/lx = 1.2
Mxm 0.125Mym 0.0176Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.25 0.202 0.137 0.112 0.141 0.08 0.071 0.36 0.33 0.21 0.19 0.205 0.145 0.09
1.5 0.456 0.447 0.43 0.395 0.268 0.216 0.1472 0.63 0.61 0.58 0.52 0.349 0.29 0.211
2.5 0.8 0.77 0.72 0.69 0.422 0.371 0.2823 0.95 0.9 0.85 0.82 0.486 0.43 0.3494 1.21 1.14 1.08 1.04 0.61 0.52 0.465 1.38 1.32 1.26 1.21 0.69 0.64 0.576 1.47 1.43 1.37 1.33 0.77 0.73 0.657 1.54 1.5 1.45 1.41 0.84 0.81 0.728 1.58 1.54 1.5 1.46 0.91 0.87 0.799 1.6 1.57 1.53 1.5 0.97 0.93 0.85
10 1.61 1.59 1.55 1.52 1 0.97 0.89
PRINCIPAL
![Page 59: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/59.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.065 0.495 0.375 0.24 0.15 - 0.1 - 0.030.081 0.75 0.6 0.45 0.315 - 0.2 - 0.040.102 0.99 0.84 0.72 0.59 - 0.44 - 0.090.156 1.2 1.1 0.98 0.86 - 0.88 - 0.190.215 1.48 1.35 1.22 1.09 - 1.49 - 0.350.289 1.68 1.53 1.4 1.29 0.05 2.4 0.03 0.520.388 2.06 1.91 1.77 1.65 0.2 5.18 0.13 1.040.53 2.38 2.23 2.1 1.95 0.5 9.11 0.28 1.720.63 2.68 2.52 2.37 2.22 0.85 13.74 0.52 2.670.71 2.92 2.76 2.61 2.43 1.34 19.1 0.77 3.860.78 3.1 2.94 2.8 2.58 1.9 25.6 1.06 5.320.83 3.24 3.08 2.94 2.68 2.44 33 1.38 6.910.86 3.34 3.16 3.03 2.82 3.03 43.6 1.72 9
PRINCIPAL
![Page 60: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/60.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.05- 0.18- 0.46- 0.99
0.01 1.70.22 3.980.69 7.241.2 11.71.9 17.32.7 23.43.5 30.2
4.66 38.35
![Page 61: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/61.jpg)
10Nr. 10.2 ly/lx = 1.2
Mxm 0.125Mym 0.0176Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.248 0.182 0.12 0.088 0.145 0.087 0.0341 0.418 0.34 0.26 0.236 0.221 0.151 0.08
1.5 0.6 0.51 0.463 0.463 0.274 0.206 0.1432 0.74 0.68 0.65 0.63 0.332 0.276 0.208
2.5 0.86 0.82 0.79 0.79 0.389 0.344 0.273 0.97 0.93 0.88 0.88 0.447 0.402 0.3264 1.14 1.1 1.06 1.06 0.55 0.51 0.445 1.28 1.24 1.19 1.19 0.64 0.6 0.546 1.39 1.34 1.3 1.3 0.72 0.69 0.637 1.48 1.44 1.39 1.39 0.8 0.76 0.78 1.54 1.51 1.47 1.47 0.87 0.83 0.789 1.6 1.57 1.53 1.53 0.93 0.89 0.84
10 1.64 1.61 1.57 1.57 0.99 0.95 0.9
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.024 0.54 0.405 0.255 0.25 - - - -0.058 0.66 0.57 0.444 0.45 - 0.05 - 0.030.099 0.96 0.78 0.63 0.65 - 0.2 - 0.060.151 1.18 1.04 0.9 0.88 0.05 0.58 0.01 0.15
0.2 1.41 1.29 1.15 1.11 0.1 1.02 0.02 0.260.263 1.59 1.47 1.34 1.3 0.3 1.68 0.05 0.470.382 1.92 1.8 1.68 1.65 1.37 3.7 0.23 1.240.48 2.23 2.16 2.01 1.96 2.58 6.65 0.43 2.250.57 2.51 2.37 2.28 2.22 3.65 10.6 0.56 3.40.66 2.75 2.61 2.52 2.43 4.86 16 0.74 4.740.73 2.94 2.79 2.7 2.58 6.2 22.1 1.01 6.180.8 3.07 2.92 2.81 2.68 7.52 28.45 1.13 7.68
0.86 3.16 3 2.87 2.72 9.01 36.55 1.36 9.39
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Mxr
für alle Werte t/a
p p'- -- 0.04- 0.18
0.05 0.570.18 10.6 1.751.5 3.7
2.45 6.13.4 9.74.4 11.8
5.38 216.4 27.6
7.55 36.02
![Page 64: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/64.jpg)
11Nr. 11.1 ly/lx = 1
Mxm 0.125Mym 0.0157Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.26 0.248 0.158 0.12 0.125 0.075 0.0651 0.42 0.38 0.22 0.192 0.171 0.125 0.085
1.5 0.56 0.52 0.46 0.398 0.245 0.197 0.132 0.8 0.74 0.66 0.55 0.324 0.293 0.191
2.5 0.95 0.9 0.82 0.77 0.39 0.352 0.273 1.06 1.02 0.95 0.89 0.446 0.0411 0.3364 1.24 1.2 1.14 1.09 0.55 0.51 0.4545 1.38 1.34 1.28 1.24 0.63 0.6 0.556 1.48 1.44 1.39 1.35 0.7 0.68 0.637 1.56 1.52 1.48 1.44 0.77 0.73 0.698 1.63 1.59 1.54 1.5 0.83 0.79 0.749 1.68 1.64 1.58 1.54 0.88 0.84 0.77
10 1.7 1.68 1.61 1.57 0.93 0.87 0.8
PRINCIPAL
![Page 65: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/65.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.061 0.5 0.377 0.19 0.11 - - - 0.020.078 0.67 0.6 0.47 0.44 - 0.08 - 0.050.091 1 0.8 0.72 0.7 - 0.2 - 0.080.146 1.32 1.12 1.02 0.93 - 0.65 - 0.120.201 1.56 1.38 1.26 1.14 - 1.23 - 0.190.283 1.76 1.6 1.46 1.34 0.1 2.2 0.03 0.370.418 2.14 2 1.83 1.72 0.25 5 0.11 0.840.52 2.46 2.33 2.15 2.04 0.58 8.53 0.22 1.450.6 2.72 2.6 2.42 2.3 1.1 13.4 0.45 2.3
0.66 2.93 2.81 2.65 2.52 1.6 18.8 0.73 3.30.7 3.18 2.99 2.83 2.69 2.3 25.4 1.06 4.47
0.73 3.27 3.1 2.96 2.8 3 32.6 1.39 6.620.75 3.38 3.21 3.06 2.87 3.54 39.3 1.84 6.92
PRINCIPAL
![Page 66: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/66.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.1- 0.2- 0.6- 1.03
0.1 20.4 4
0.86 6.371.5 9.82.4 14.83.4 20.84.4 27.4
5.61 36.3
![Page 67: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/67.jpg)
11Nr. 11.2 ly/lx = 1
Mxm 0.125Mym 0.0157Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.26 0.24 0.14 0.12 0.122 0.08 0.031 0.42 0.38 0.3 0.26 0.2 0.137 0.077
1.5 0.6 0.59 0.55 0.5 0.253 0.195 0.142 0.78 0.77 0.75 0.74 0.303 0.25 0.204
2.5 0.94 0.93 0.9 0.9 0.356 0.304 0.253 1.06 1.04 1 1 0.395 0.345 0.34 1.26 1.24 1.18 1.18 0.5 0.44 0.3785 1.41 1.38 1.31 1.31 0.58 0.52 0.4446 1.53 1.5 1.42 1.42 0.67 0.6 0.527 1.62 1.58 1.5 1.5 0.74 0.67 0.598 1.67 1.64 1.56 1.56 0.8 0.74 0.659 1.71 1.68 1.61 1.61 0.85 0.8 0.71
10 1.73 1.71 1.65 1.65 0.9 0.85 0.78
PRINCIPAL
![Page 68: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/68.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.023 0.52 0.39 0.244 0.17 - - - 0.010.057 0.66 0.54 0.415 0.39 - 0.06 - 0.030.082 0.93 0.76 0.68 0.64 - 0.2 - 0.050.135 1.19 0.97 0.93 0.86 - 0.4 - 0.120.19 1.42 1.21 1.11 1.15 0 1 - 0.23
0.242 1.64 1.48 1.34 1.38 0.25 1.7 0.03 0.410.341 2.02 1.87 1.7 1.75 1.2 3.8 0.15 0.940.426 2.311 2.18 1.99 2.01 2.22 6.11 0.28 1.540.51 2.544 2.42 2.22 2.23 3.4 10 0.46 2.50.58 2.74 2.62 2.43 2.41 4.7 15.2 0.64 3.650.64 2.9 2.78 2.62 2.55 6.1 21.6 0.82 5.030.7 3.04 2.92 2.77 2.66 7.6 29 1.03 6.62
0.75 3.18 3.05 2.93 2.76 8.81 36.1 1.13 8.26
PRINCIPAL
![Page 69: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/69.jpg)
Mxr
für alle Werte t/a
p p'- -- -0 0.2
0.1 0.60.12 1.030.3 1.60.8 3.8
1.51 6.642.3 10.43.2 154.2 215.1 25.8
6.15 32.1
![Page 70: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/70.jpg)
12Nr. 12.1 ly/lx = 0.8
Mxm 0.125Mym 0.0134Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.31 0.25 0.17 0.14 0.123 0.071 0.0631 0.43 0.39 0.26 0.26 0.164 0.104 0.073
1.5 0.62 0.56 0.54 0.49 0.241 0.172 0.1162 0.98 0.92 0.87 0.78 0.324 0.277 0.187
2.5 1.15 1.12 1.06 0.99 0.386 0.335 0.243 1.28 1.24 1.19 1.14 0.434 0.381 0.2874 1.48 1.44 1.4 1.35 0.52 0.464 0.3735 1.63 1.59 1.55 1.52 0.59 0.54 0.4476 1.75 1.72 1.67 1.64 0.67 0.61 0.527 1.84 1.8 1.76 1.73 0.74 0.67 0.588 1.91 1.87 1.83 1.79 0.79 0.73 0.639 1.96 1.93 1.88 1.84 0.85 0.79 0.69
10 2 1.96 1.91 1.86 0.9 0.84 0.74
![Page 71: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/71.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.059 0.51 0.378 0.2 0.12 - 0.08 - 0.010.073 0.77 0.6 0.54 0.48 - 0.18 - 0.020.097 1.02 0.82 0.74 0.72 - 0.34 - 0.040.141 1.3 1.1 1 0.95 - 0.5 - 0.060.194 1.57 1.4 1.28 1.21 - 0.74 - 0.10.239 1.81 1.66 1.52 1.47 0.08 1.5 0.02 0.210.33 2.2 2.06 1.91 1.86 0.3 4.1 0.08 0.590.37 2.5 2.36 2.2 2.14 0.72 7.64 0.19 1.1
0.474 2.76 2.62 2.46 2.38 1.35 12.7 0.38 1.870.54 2.95 2.81 2.65 2.54 2 18.4 0.64 2.830.6 3.13 2.98 2.82 0.271 2.86 25.1 0.94 3.93
0.65 3.28 3.1 2.97 2.82 3.78 32.5 1.26 5.070.7 3.42 3.22 3.09 2.89 4.66 40.33 1.55 6.27
PRINCIPAL
![Page 72: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/72.jpg)
Mxr
für alle Werte t/a
p p'- -- -- 0.02- 0.1- 0.77
0.05 1.40.38 3.90.8 6.95
1.47 10.92.3 15.9
3.48 224.94 29.26.82 37.58
![Page 73: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/73.jpg)
12Nr. 12.2 ly/lx = 0.8
Mxm 0.125Mym 0.0134Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.31 0.252 0.19 0.174 0.119 0.068 0.0261 0.52 0.5 0.4 0.388 0.181 0.127 0.067
1.5 0.76 0.72 0.69 0.62 0.238 0.184 0.1382 0.96 0.97 0.97 0.96 0.292 0.239 0.202
2.5 1.13 1.13 1.13 1.13 0.337 0.291 0.2363 1.28 1.26 1.26 1.25 0.382 0.334 0.2834 1.49 1.47 1.45 1.43 0.462 0.412 0.3565 1.65 1.63 1.59 1.57 0.54 0.484 0.4236 1.77 1.75 1.7 1.68 0.6 0.56 0.4917 1.86 1.84 1.78 1.76 0.68 0.62 0.568 1.92 1.9 1.84 1.82 0.75 0.69 0.669 1.96 1.94 1.88 1.87 0.8 0.75 0.72
10 2.01 1.97 1.92 1.9 0.86 0.8 0.77
PRINCIPAL
![Page 74: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/74.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.022 0.51 0.37 0.218 0.138 - - - -0.056 0.52 0.51 0.443 0.33 - 0.01 - 0.010.078 0.95 0.82 0.72 0.65 - 0.08 - 0.030.124 1.2 1.1 1.02 0.97 - 0.2 - 0.050.185 1.42 1.36 1.28 1.24 - 0.49 - 0.090.229 1.68 1.6 1.52 1.47 0.1 1.1 0.01 0.220.305 2.06 1.97 1.88 1.83 0.69 3.2 0.08 0.320.378 2.35 2.25 2.17 2.11 1.41 6.03 0.15 1.20.449 2.6 2.5 2.4 2.33 2.3 10.2 0.24 20.52 2.78 2.68 2.58 2.5 3.25 15.5 0.35 3.020.57 2.94 2.83 2.72 2.64 4.3 21.4 0.46 4.180.63 3.06 2.96 2.84 2.74 5.42 27.8 0.58 5.450.67 3.2 3.07 2.93 2.84 6.54 34.9 0.7 6.89
PRINCIPAL
![Page 75: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/75.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.02- 0.1- 0.4- 1.01
0.06 1.51.15 3.462.02 6.142.94 9.83.9 14.4
4.84 20.35.88 27.66.89 36.2
![Page 76: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/76.jpg)
13Nr. 13.1 ly/lx = 0.5
Mxm 0.125Mym 0.009Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.47 0.4 0.28 0.2 0.065 0.044 0.0231 0.84 0.72 0.64 0.54 0.151 0.095 0.061
1.5 1.4 1 0.93 0.8 0.217 0.152 0.1032 1.7 1.3 1.22 1.04 0.24 0.211 0.15
2.5 1.94 1.57 1.48 1.28 0.314 0.264 0.1943 2.3 1.84 1.75 1.54 0.364 0.315 0.2384 2.56 2.21 2.12 1.96 0.445 0.398 0.2645 2.7 2.47 2.37 2.28 0.51 0.457 0.376 2.82 2.64 2.54 2.46 0.57 0.51 0.4267 2.9 2.77 2.67 2.59 0.61 0.58 0.4718 2.9 2.87 2.76 2.68 0.65 0.62 0.519 2.94 2.9 2.81 2.73 0.67 0.65 0.55
10 2.96 2.93 2.84 2.74 0.7 0.67 0.58
![Page 77: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/77.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.018 0.61 0.4 0.21 0.12 - - - -0.045 0.78 0.61 0.56 0.48 - - - -0.072 1.04 0.83 0.77 0.76 - - 0.01 0.010.099 1.55 1.31 1.02 1 - - 0.01 0.020.129 1.93 1.72 1.36 1.22 - - 0.01 0.030.172 2.2 2.04 1.75 1.52 - 0.4 0.02 0.030.248 2.64 2.5 2.31 2.05 0.45 2.1 0.07 0.160.319 2.96 2.84 2.68 2.45 1.17 4.99 0.15 0.360.381 3.22 3.1 2.94 2.73 2.1 9.1 0.3 0.710.432 3.42 3.3 3.15 2.95 3.2 14.7 0.53 1.210.485 3.58 3.46 3.3 3.11 4.5 20.9 0.81 1.760.53 3.7 3.58 3.42 3.23 5.8 27.5 1.29 2.380.56 3.81 3.68 3.51 3.32 7.13 34.75 1.71 3.02
PRINCIPAL
![Page 78: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/78.jpg)
Mxr
für alle Werte t/a
p p'- -- -- -- -- -
0.1 0.50.6 2
1.24 4.272.1 7.73.3 134.6 18.76.2 25.48 32.4
![Page 79: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/79.jpg)
13Nr. 13.2 ly/lx = 0.5
Mxm 0.125Mym 0.009Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.42 0.38 0.26 0.24 0.088 0.041 0.021 0.75 0.68 0.55 0.42 0.15 0.094 0.054
1.5 1 0.94 0.85 0.8 0.19 0.142 0.0952 1.25 1.17 1.1 1.04 0.231 0.184 0.137
2.5 1.48 1.41 1.34 1.28 0.27 0.229 0.1763 1.73 1.66 1.59 1.53 0.315 0.271 0.2144 2.2 2.14 2.08 2 0.4 0.351 0.2925 2.54 2.5 2.46 2.42 0.463 0.418 0.3576 2.76 2.72 2.66 2.62 0.52 0.473 0.417 2.88 2.84 2.76 2.75 0.57 0.52 0.4578 2.94 2.91 2.84 2.8 0.61 0.56 0.4949 2.98 2.94 2.86 2.82 0.65 0.6 0.53
10 2.98 2.94 2.85 2.82 0.67 0.56 0.56
PRINCIPAL
![Page 80: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/80.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02 0.3 0.24 0.18 1 - - - -
0.036 0.56 0.46 0.33 0.24 - 0.1 - 0.020.067 0.78 0.65 0.51 0.34 - 0.3 - 0.030.089 1.05 0.87 0.75 0.5 - 0.4 - 0.050.113 1.4 1.18 1.1 0.76 - 0.49 - 0.080.145 1.86 1.62 1.5 1.31 - 1 - 0.150.21 2.42 2.24 2.08 1.97 - 3.3 - 0.39
0.274 2.8 2.64 2.47 2.4 0 6.61 - 0.730.326 3.08 2.93 2.75 2.7 0.3 11.2 0.02 1.210.377 3.3 3.15 2.97 2.9 1.1 16.8 0.08 1.840.422 3.46 3.32 3.14 3.06 2.2 23.3 0.16 2.580.461 3.58 3.46 3.26 3.18 3.7 30.8 0.27 3.41
0.5 3.66 3.54 3.34 3.24 5.14 37.81 0.38 4.33
PRINCIPAL
![Page 81: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/81.jpg)
Mxr
für alle Werte t/a
p p'- -- 0.15- 0.3- 0.4- 1- 1.7- 3.80 6.6
0.5 10.91.4 16.62.5 22.93.8 29.4
5.32 36.75
![Page 82: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/82.jpg)
14Nr. 14.1 ly/lx = ∞
Mxm 0.0625Mym 0.0104Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
PRINCIPAL
![Page 83: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/83.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxe in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.008 0.24 0.2 0.121 0.082 - - - -0.035 0.36 0.32 0.225 0.17 - - - -0.085 0.54 0.51 0.4 0.34 - 0.08 - 0.010.128 0.73 0.71 0.57 0.53 - 0.4 - 0.070.176 0.88 0.86 0.73 0.7 - 0.99 - 0.170.227 1.01 1 0.9 0.87 - 1.6 - 0.240.326 1.21 1.2 1.13 1.11 0.05 3.35 0.06 0.730.412 1.36 1.35 1.31 1.3 0.16 5.38 0.15 1.310.496 1.47 1.46 1.44 1.42 0.3 8.1 0.34 2.090.57 1.55 1.54 1.53 1.52 0.5 11.8 0.55 3.150.63 1.6 1.6 1.6 1.58 0.7 16 0.78 4.30.68 1.63 1.63 1.63 1.61 0.95 20.1 1.06 5.470.72 1.65 1.65 1.65 1.62 1.18 24.8 1.38 6.78
PRINCIPAL
![Page 84: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/84.jpg)
Mxe
für alle Werte t/a
p p'- 0.09- 0.18
0.02 0.30.08 0.60.12 1.110.2 2
0.55 4.30.93 71.05 10.82.35 163.3 22.14.3 28.3
5.45 35.6
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14Nr. 14.2 ly/lx = ∞
Mxm 0.0625Mym 0.0104Mxr 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxe in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.013 0.25 0.2 0.13 0.079 - - - -0.038 0.382 0.34 0.255 0.19 0.01 - - 0.010.068 0.48 0.45 0.39 0.34 0.09 - 0.02 0.01
0.1 0.72 0.7 0.66 0.55 0.18 0.1 0.03 0.030.142 0.88 0.86 0.84 0.73 0.33 0.2 0.06 0.110.202 1 0.98 0.96 0.9 0.4 0.45 0.07 0.230.304 1.2 1.18 1.16 1.12 0.6 1.55 0.1 0.640.395 1.34 1.33 1.31 1.28 0.93 3.06 0.16 1.20.477 1.45 1.44 1.42 1.38 1.4 5.3 0.24 1.980.55 1.53 1.52 1.51 1.46 2.2 5.4 0.38 3.150.61 1.58 1.57 1.56 1.51 3.3 12.1 0.58 4.170.65 1.6 1.6 1.6 1.54 4.6 15.8 0.82 5.480.69 1.61 1.61 1.61 1.55 6 19.5 1.07 7.13
PRINCIPAL
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Mxe
für alle Werte t/a
p p'- 0.1- 0.2
0.05 0.40.1 0.55
0.25 0.640.5 1.41.1 3.9
1.75 7.032.1 11.452.6 17.43 24.1
3.45 32.13.91 39.8
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Nr. 15.1 ly/lx= ∞Mxr 0.0625My 0My 0.125
Mxe 0.0104Mxe 0.0625Mx 0.0104My 0.125
Brückenklasse 30t bis 60t
lx/a
Mxr mitte d. freien randes My bei y=0t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2812 0.19 0.1292 0.0722 0 0 01 0.399 0.2831 0.19 0.1501 0 0 0
1.5 0.5871 0.5092 0.4408 0.399 0 0 02 0.7999 0.7467 0.6859 0.646 0 0 0
2.5 0.969 0.9234 0.855 0.8132 0 0 03 1.102 1.045 0.969 0.912 0 0 04 1.311 1.254 1.14 1.102 0 0 05 1.463 1.425 1.292 1.235 0 0 06 1.615 1.558 1.444 1.387 0 0 07 1.729 1.672 1.558 1.501 0 0 08 1.824 1.786 1.672 1.596 0 0 09 1.9 1.881 1.748 1.691 0 0 0
10 1.976 1.957 1.824 1.786 0 0 0
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Radduck des SLW von 1,0tMy bei y=0 Mxe bei y=0 My bei y=0,25 lx
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0 0.456 0.38 0.2299 0.1558 0.0943 0.04756 0.01968 0.006560 0.684 0.608 0.4275 0.323 0.1312 0.08364 0.05002 0.02870 1.026 0.969 0.76 0.646 0.18778 0.13858 0.0861 0.06970 1.387 1.349 1.083 1.007 0.24518 0.19352 0.12464 0.104960 1.672 1.634 1.387 1.33 0.29028 0.23698 0.16646 0.144320 1.919 1.9 1.71 1.653 0.32554 0.27716 0.20746 0.186140 2.299 2.28 2.147 2.109 0.39196 0.35096 0.28536 0.267320 2.584 2.565 2.489 2.47 0.451 0.4182 0.35506 0.337840 2.793 2.774 2.736 2.698 0.5166 0.4838 0.4182 0.406720 2.945 2.926 2.907 2.888 0.5658 0.5412 0.4838 0.46740 3.04 3.04 3.04 3.002 0.6068 0.5904 0.533 0.51660 3.097 3.097 3.097 3.059 0.6478 0.6314 0.574 0.55760 3.135 3.135 3.135 3.078 0.6888 0.6642 0.6068 0.5904
PRINCIPAL
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Mx bei 2lx My bei 2lx Mxe bei y=2lxt/a t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1 0.125L L L L L L L L L
0.148 0.1 0.068 0.038 0.115 0.058 0.024 0.008 0.240.21 0.149 0.1 0.079 0.16 0.102 0.061 0.035 0.36
0.309 0.268 0.232 0.21 0.229 0.169 0.105 0.085 0.540.421 0.393 0.361 0.34 0.299 0.236 0.152 0.128 0.730.51 0.486 0.45 0.428 0.354 0.289 0.203 0.176 0.880.58 0.55 0.51 0.48 0.397 0.338 0.253 0.227 1.010.69 0.66 0.6 0.58 0.478 0.428 0.348 0.326 1.210.77 0.75 0.68 0.65 0.55 0.51 0.433 0.412 1.360.85 0.82 0.76 0.73 0.63 0.59 0.51 0.496 1.470.91 0.88 0.82 0.79 0.69 0.66 0.59 0.57 1.550.96 0.94 0.88 0.84 0.74 0.72 0.65 0.63 1.6
1 0.99 0.92 0.89 0.79 0.77 0.7 0.68 1.631.04 1.03 0.96 0.94 0.84 0.81 0.74 0.72 1.65
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Mxe bei y=2lx Mxr My Mxet/a
für alle Werte t/a0.25 0.5 1L L L p p' p p' p p'
0.2 0.121 0.082 - - 0 0 - 0.1710.32 0.225 0.17 - - 0 0 - 0.3420.51 0.4 0.34 - 0.152 0 0 0.038 0.570.71 0.57 0.53 - 0.76 0 0 0.152 1.140.86 0.73 0.7 - 1.881 0 0 0.228 2.109
1 0.9 0.87 - 3.04 0 0 0.38 3.81.2 1.13 1.11 0.095 6.365 0 0 1.045 8.17
1.35 1.31 1.3 0.304 10.222 0 0 1.767 13.31.46 1.44 1.42 0.57 15.39 0 0 1.995 20.521.54 1.53 1.52 0.95 22.42 0 0 4.465 30.41.6 1.6 1.58 1.33 30.4 0 0 6.27 41.99
1.63 1.63 1.61 1.802 38.19 0 0 8.17 53.771.65 1.65 1.62 2.242 47.12 0 0 10.355 67.64
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Gleichlast um SLW von 1 t.m2My Mx My Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.09- - - - - - - 0.18- 0.0082 - 0.08 - 0.01 0.02 0.3- 0.0574 - 0.4 - 0.07 0.08 0.6- 0.1394 - 0.99 - 0.17 0.12 1.11- 0.1968 - 1.6 - 0.24 0.2 2
0.0492 0.5986 0.05 3.35 0.06 0.73 0.55 4.30.123 1.0742 0.16 5.38 0.15 1.31 0.93 7
0.2788 1.7138 0.3 8.1 0.34 2.09 1.05 10.80.451 2.583 0.5 11.8 0.55 3.15 2.35 16
0.6396 3.526 0.7 16 0.78 4.3 3.3 22.10.8692 4.4854 0.95 20.1 1.06 5.47 4.3 28.31.1316 5.5596 1.18 24.8 1.38 6.78 5.45 35.6
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Nr. 15.1 ly/lx= ∞Mxr 0.0625My 0My 0.125
Mxe 0.0104Mxe 0.0625Mx 0.0104My 0.125
Brückenklasse 30t bis 60t
lx/a
Mxr mitte d. freien randes My bei y=0t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2945 0.2204 0.1254 0.095 0 0 01 0.456 0.361 0.2812 0.1824 0 0 0
1.5 0.6878 0.5947 0.4826 0.3591 0 0 02 0.9025 0.8132 0.684 0.5605 0 0 0
2.5 1.102 0.988 0.8569 0.7315 0 0 03 1.197 1.14 1.007 0.8854 0 0 04 1.425 1.368 1.254 1.121 0 0 05 1.596 1.558 1.444 1.311 0 0 06 1.729 1.691 1.577 1.463 0 0 07 1.843 1.824 1.691 1.577 0 0 08 1.938 1.919 1.843 1.672 0 0 09 2.014 1.995 1.862 1.748 0 0 0
10 2.071 2.052 1.919 1.805 0 0 0
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Radduck des SLW von 1,0tMy bei y=0 Mxe bei y=0 My bei y=0,25 lx
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0 0.475 0.38 0.247 0.1501 0.09512 0.05002 0.01968 0.010660 0.7258 0.646 0.4845 0.361 0.1353 0.08528 0.05658 0.031160 0.912 0.855 0.741 0.646 0.17958 0.13612 0.08938 0.055760 1.368 1.33 1.254 1.045 0.22222 0.17466 0.12136 0.0820 1.672 1.634 1.596 1.387 0.25994 0.21484 0.15908 0.116440 1.9 1.862 1.824 1.71 0.3034 0.26322 0.20746 0.165640 2.28 2.242 2.204 2.128 0.38294 0.34522 0.28946 0.249280 2.546 2.527 2.489 2.432 0.451 0.4182 0.37064 0.32390 2.755 2.736 2.698 2.622 0.5166 0.4838 0.4346 0.391140 2.907 2.888 2.869 2.774 0.574 0.5412 0.5002 0.4510 3.002 2.983 2.964 2.869 0.615 0.5822 0.5494 0.50020 3.04 3.04 3.04 2.926 0.6478 0.6232 0.5822 0.5330 3.059 3.059 3.059 2.945 0.6724 0.6478 0.6068 0.5658
PRINCIPAL
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Mx bei 2lx My bei 2lx Mxe bei y=2lxt/a t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1 0.125L L L L L L L L L
0.155 0.116 0.066 0.05 0.116 0.061 0.024 0.013 0.250.24 0.19 0.148 0.096 0.165 0.104 0.069 0.038 0.382
0.362 0.313 0.254 0.189 0.219 0.166 0.109 0.068 0.480.475 0.428 0.36 0.295 0.271 0.213 0.148 0.1 0.720.58 0.52 0.451 0.385 0.317 0.262 0.194 0.142 0.880.63 0.6 0.53 0.466 0.37 0.321 0.253 0.202 10.75 0.72 0.66 0.59 0.467 0.421 0.353 0.304 1.20.84 0.82 0.76 0.69 0.55 0.51 0.452 0.395 1.340.91 0.89 0.83 0.77 0.63 0.59 0.53 0.477 1.450.97 0.96 0.89 0.83 0.7 0.66 0.61 0.55 1.531.02 1.01 0.97 0.88 0.75 0.71 0.67 0.61 1.581.06 1.05 0.98 0.92 0.79 0.76 0.71 0.65 1.61.09 1.08 1.01 0.95 0.82 0.79 0.74 0.69 1.61
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Mxe bei y=2lx Mxr My Mxet/a
für alle Werte t/a0.25 0.5 1L L L p p' p p' p p'
0.2 0.13 0.079 - - 0 0 - 0.190.34 255 0.19 0.019 - 0 0 - 0.380.45 390 0.34 0.171 - 0 0 0.095 0.760.7 66 0.55 0.342 0.19 0 0 0.19 1.045
0.86 84 0.73 0.627 0.38 0 0 0.475 1.2160.98 96 0.9 0.76 0.855 0 0 0.95 2.661.18 1.16 1.12 1.14 2.945 0 0 2.09 7.411.33 1.31 1.28 1.767 5.814 0 0 3.325 13.3571.44 1.42 1.38 2.66 10.07 0 0 3.99 21.7551.52 1.51 1.46 4.18 10.26 0 0 4.94 33.061.57 1.56 1.51 6.27 22.99 0 0 5.7 45.791.6 1.6 1.54 8.74 30.02 0 0 6.555 60.99
1.61 1.61 1.55 11.4 37.05 0 0 7.429 75.62
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Gleichlast um SLW von 1 t.m2My Mx My Mxe
für alle Werte t/a
p p' p p' p p' p p'- #VALUE! - - - - - 0.1- 0.0082 0.01 - - 0.01 - 0.2
0.0164 0.0082 0.09 - 0.02 0.01 0.05 0.40.0246 0.0246 0.18 0.1 0.03 0.03 0.1 0.550.0492 0.0902 0.33 0.2 0.06 0.11 0.25 0.640.0574 0.1886 0.4 0.45 0.07 0.23 0.5 1.40.082 0.5248 0.6 1.55 0.1 0.64 1.1 3.9
0.1312 0.984 0.93 3.06 0.16 1.2 1.75 7.030.1968 1.6236 1.4 5.3 0.24 1.98 2.1 11.450.3116 2.583 2.2 5.4 0.38 3.15 2.6 17.40.4756 3.4194 3.3 12.1 0.58 4.17 3 24.10.6724 4.4936 4.6 15.8 0.82 5.48 3.45 32.10.8774 5.8466 6 19.5 1.07 7.13 3.91 39.8
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16Nr. 16.1 ly/lx = 3.5
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.28416 0.192 0.13056 0.07296 0.24 0.2 0.121 0.0820.035 0.4032 0.28608 0.192 0.15168 0.36 0.32 0.225 0.170.085 0.59328 0.51456 0.44544 0.4032 0.54 0.51 0.4 0.340.128 0.80832 0.75456 0.69312 0.6528 0.73 0.71 0.57 0.530.176 0.9792 0.93312 0.864 0.82176 0.88 0.86 0.73 0.70.227 1.1136 1.056 0.9792 0.9216 1.01 1 0.9 0.870.326 1.3248 1.2672 1.152 1.1136 1.21 1.2 1.13 1.110.412 1.4784 1.44 1.3056 1.248 1.36 1.35 1.31 1.30.496 1.632 1.5744 1.4592 1.4016 1.47 1.46 1.44 1.420.57 1.7472 1.6896 1.5744 1.5168 1.55 1.54 1.53 1.520.63 1.8432 1.8048 1.6896 1.6128 1.6 1.6 1.6 1.580.68 1.92 1.9008 1.7664 1.7088 1.63 1.63 1.63 1.610.72 1.9968 1.9776 1.8432 1.8048 1.65 1.65 1.65 1.62
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.09- - - - - - - 0.18- 0.08 - 0.01 - 0.1536 0.02 0.3- 0.4 - 0.07 - 0.768 0.08 0.6- 0.99 - 0.17 - 1.9008 0.12 1.11- 1.6 - 0.24 - 3.072 0.2 2
0.05 3.35 0.06 0.73 0.096 6.432 0.55 4.30.16 5.38 0.15 1.31 0.3072 10.3296 0.93 70.3 8.1 0.34 2.09 0.576 15.552 1.05 10.80.5 11.8 0.55 3.15 0.96 22.656 2.35 160.7 16 0.78 4.3 1.344 30.72 3.3 22.1
0.95 20.1 1.06 5.47 1.824 38.592 4.3 28.31.18 24.8 1.38 6.78 2.2656 47.616 5.45 35.6
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16Nr. 16.2 ly/lx = 3.5
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2976 0.22272 0.12672 0.096 0.25 0.2 0.13 0.0790.038 0.4608 0.3648 0.28416 0.18432 0.382 0.34 0.255 0.190.068 0.69504 0.60096 0.48768 0.36288 0.48 0.45 0.39 0.34
0.1 0.912 0.82176 0.6912 0.5664 0.72 0.7 0.66 0.550.142 1.1136 0.9984 0.86592 0.7392 0.88 0.86 0.84 0.730.202 1.2096 1.152 1.0176 0.89472 1 0.98 0.96 0.90.304 1.44 1.3824 1.2672 1.1328 1.2 1.18 1.16 1.120.395 1.6128 1.5744 1.4592 1.3248 1.34 1.33 1.31 1.280.477 1.7472 1.7088 1.5936 1.4784 1.45 1.44 1.42 1.380.55 1.8624 1.8432 1.7088 1.5936 1.53 1.52 1.51 1.460.61 1.9584 1.9392 1.8624 1.6896 1.58 1.57 1.56 1.510.65 2.0352 2.016 1.8816 1.7662 1.6 1.6 1.6 1.540.69 2.0928 2.0736 1.9392 1.824 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 103: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/103.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.1
0.01 - - 0.01 - - - 0.20.09 - 0.02 0.01 - - 0.05 0.40.18 0.1 0.03 0.03 0.3456 0.192 0.1 0.550.33 0.2 0.06 0.11 0.6336 0.384 0.25 0.640.4 0.45 0.07 0.23 0.768 0.864 0.5 1.40.6 1.55 0.1 0.64 1.152 2.976 1.1 3.9
0.93 3.06 0.16 1.2 1.7856 5.8752 1.75 7.031.4 5.3 0.24 1.98 2.688 10.176 2.1 11.452.2 5.4 0.38 3.15 4.224 10.368 2.6 17.43.3 12.1 0.58 4.17 6.336 23.232 3 24.14.6 15.8 0.82 5.48 8.832 30.336 3.45 32.16 19.5 1.07 7.13 11.52 37.44 3.91 39.8
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17Nr. 17.1 ly/lx = 3
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.14948 0.101 0.06868 0.03838 0.115 0.058 0.0241 0.2121 0.15049 0.101 0.07979 0.16 0.102 0.061
1.5 0.31209 0.27068 0.23432 0.2121 0.229 0.169 0.1052 0.42521 0.39693 0.36461 0.3434 0.299 0.236 0.152
2.5 0.5151 0.49086 0.4545 0.43228 0.354 0.289 0.2033 0.5858 0.5555 0.5151 0.4848 0.397 0.338 0.2534 0.6969 0.6666 0.606 0.5858 0.478 0.428 0.3485 0.7777 0.7575 0.6868 0.6565 0.55 0.51 0.4336 0.8585 0.8282 0.7676 0.7373 0.63 0.59 0.517 0.9191 0.8888 0.8282 0.7979 0.69 0.66 0.598 0.9696 0.9494 0.8888 0.8484 0.74 0.72 0.659 1.01 0.9999 0.9292 0.8989 0.79 0.77 0.7
10 1.0504 1.0403 0.9696 0.9494 0.84 0.81 0.74
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2886 0.195 0.1326 0.0741 0.24 0.2 0.121 0.0820.035 0.4095 0.29055 0.195 0.15405 0.36 0.32 0.225 0.170.085 0.60255 0.5226 0.4524 0.4095 0.54 0.51 0.4 0.340.128 0.82095 0.76635 0.70395 0.663 0.73 0.71 0.57 0.530.176 0.9945 0.9477 0.8775 0.8346 0.88 0.86 0.73 0.70.227 1.131 1.0725 0.9945 0.936 1.01 1 0.9 0.870.326 1.3455 1.287 1.17 1.131 1.21 1.2 1.13 1.110.412 1.5015 1.4625 1.326 1.2675 1.36 1.35 1.31 1.30.496 1.6575 1.599 1.482 1.4235 1.47 1.46 1.44 1.420.57 1.7745 1.716 1.599 1.5405 1.55 1.54 1.53 1.520.63 1.872 1.833 1.716 1.638 1.6 1.6 1.6 1.580.68 1.95 1.9305 1.794 1.7355 1.63 1.63 1.63 1.610.72 2.028 2.0085 1.872 1.833 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 106: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/106.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.09- - - - - - - 0.18- 0.0808 - 0.01 - 0.156 0.02 0.3- 0.404 - 0.07 - 0.78 0.08 0.6- 0.9999 - 0.17 - 1.9305 0.12 1.11- 1.616 - 0.24 - 3.12 0.2 2
0.0505 3.3835 0.06 0.73 0.0975 6.5325 0.55 4.30.1616 5.4338 0.15 1.31 0.312 10.491 0.93 70.303 8.181 0.34 2.09 0.585 15.795 1.05 10.80.505 11.918 0.55 3.15 0.975 23.01 2.35 160.707 16.16 0.78 4.3 1.365 31.2 3.3 22.1
0.9595 20.301 1.06 5.47 1.8525 39.195 4.3 28.31.1918 25.048 1.38 6.78 2.301 48.36 5.45 35.6
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17Nr. 17.2 ly/lx = 3
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.15655 0.11716 0.06666 0.0505 0.116 0.061 0.0241 0.2424 0.1919 0.14948 0.09696 0.165 0.104 0.069
1.5 0.36562 0.31613 0.25654 0.19089 0.219 0.166 0.1092 0.47975 0.43228 0.3636 0.29795 0.271 0.213 0.148
2.5 0.5858 0.5252 0.45551 0.38885 0.317 0.262 0.1943 0.6363 0.606 0.5353 0.47066 0.37 0.321 0.2534 0.7575 0.7272 0.6666 0.5959 0.467 0.421 0.3535 0.8484 0.8282 0.7676 0.6969 0.55 0.51 0.4526 0.9191 0.8989 0.8383 0.7777 0.63 0.59 0.537 0.9797 0.9696 0.8989 0.8383 0.7 0.66 0.618 1.0302 1.0201 0.9797 0.8888 0.75 0.71 0.679 1.0706 1.0605 0.9898 0.9292 0.79 0.76 0.71
10 1.1009 1.0908 1.0201 0.9595 0.82 0.79 0.74
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.30225 0.2262 0.1287 0.0975 0.25 0.2 0.13 0.0790.038 0.468 0.3705 0.2886 0.1872 0.382 0.34 0.255 0.190.068 0.7059 0.61035 0.4953 0.36855 0.48 0.45 0.39 0.34
0.1 0.92625 0.8346 0.702 0.57525 0.72 0.7 0.66 0.550.142 1.131 1.014 0.87945 0.75075 0.88 0.86 0.84 0.730.202 1.2285 1.17 1.0335 0.9087 1 0.98 0.96 0.90.304 1.4625 1.404 1.287 1.1505 1.2 1.18 1.16 1.120.395 1.638 1.599 1.482 1.3455 1.34 1.33 1.31 1.280.477 1.7745 1.7355 1.6185 1.5015 1.45 1.44 1.42 1.380.55 1.8915 1.872 1.7355 1.6185 1.53 1.52 1.51 1.460.61 1.989 1.9695 1.8915 1.716 1.58 1.57 1.56 1.510.65 2.067 2.0475 1.911 1.794 1.6 1.6 1.6 1.540.69 2.1255 2.106 1.9695 1.8525 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 109: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/109.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.1
0.0101 - - 0.01 0.0195 - - 0.20.0909 - 0.02 0.01 0.1755 #VALUE! 0.05 0.40.1818 0.101 0.03 0.03 0.351 0.195 0.1 0.550.3333 0.202 0.06 0.11 0.6435 0.39 0.25 0.640.404 0.4545 0.07 0.23 0.78 0.8775 0.5 1.40.606 1.5655 0.1 0.64 1.17 3.0225 1.1 3.9
0.9393 3.0906 0.16 1.2 1.8135 5.967 1.75 7.031.414 5.353 0.24 1.98 2.73 10.335 2.1 11.452.222 5.454 0.38 3.15 4.29 10.53 2.6 17.43.333 12.221 0.58 4.17 6.435 23.595 3 24.14.646 15.958 0.82 5.48 8.97 30.81 3.45 32.16.06 19.695 1.07 7.13 11.7 38.025 3.91 39.8
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18Nr. 18.1 ly/lx = 2.5
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.15096 0.102 0.06936 0.03876 0.115 0.058 0.0241 0.2142 0.15198 0.102 0.08058 0.16 0.102 0.061
1.5 0.31518 0.27336 0.23664 0.2142 0.229 0.169 0.1052 0.42942 0.40086 0.36822 0.3468 0.299 0.236 0.152
2.5 0.5202 0.49572 0.459 0.43656 0.354 0.289 0.2033 0.5916 0.561 0.5202 0.4896 0.397 0.338 0.2534 0.7038 0.6732 0.612 0.5916 0.478 0.428 0.3485 0.7854 0.765 0.6936 0.663 0.55 0.51 0.4336 0.867 0.8364 0.7752 0.7446 0.63 0.57 0.517 0.9282 0.8976 0.8364 0.8058 0.69 0.66 0.598 0.9792 0.9588 0.8976 0.8568 0.74 0.72 0.659 1.02 1.0098 0.9384 0.9078 0.79 0.77 0.7
10 1.0608 1.0506 0.9792 0.9588 0.84 0.81 0.74
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.296 0.2 0.136 0.076 0.2448 0.204 0.12342 0.083640.035 0.42 0.298 0.2 0.158 0.3672 0.3264 0.2295 0.17340.085 0.618 0.536 0.464 0.42 0.5508 0.5202 0.408 0.34680.128 0.842 0.786 0.722 0.68 0.7446 0.7242 0.5814 0.54060.176 1.02 0.972 0.9 0.856 0.8976 0.8772 0.7446 0.7140.227 1.16 1.1 1.02 0.96 1.0302 1.02 0.918 0.88740.326 1.38 1.32 1.2 1.16 1.2342 1.224 1.1526 1.13220.412 1.54 1.5 1.36 1.3 1.3872 1.377 1.3362 1.3260.496 1.7 1.64 1.52 1.46 1.4994 1.4892 1.4688 1.44840.57 1.82 1.76 1.64 1.58 1.581 1.5708 1.5606 1.55040.63 1.92 1.88 1.76 1.68 1.632 1.632 1.632 1.61160.68 2 1.98 1.84 1.78 1.6626 1.6626 1.6626 1.64220.72 2.08 2.06 1.92 1.88 1.683 1.683 1.683 1.6524
PRINCIPAL
![Page 112: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/112.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.0918- - - - - - - 0.1836- 0.0816 - 0.01 - 0.16 0.0204 0.306- 0.408 - 0.07 - 0.8 0.0816 0.612- 1.0098 - 0.17 - 1.98 0.1224 1.1322- 1.632 - 0.24 - 3.2 0.204 2.04
0.051 3.417 0.06 0.73 0.1 6.7 0.561 4.3860.1632 5.4876 0.15 1.31 0.32 10.76 0.9486 7.140.306 8.262 0.34 2.09 0.6 16.2 1.071 11.0160.51 12.036 0.55 3.15 1 23.6 2.397 16.32
0.714 16.32 0.78 4.3 1.4 32 3.366 22.5420.969 20.502 1.06 5.47 1.9 40.2 4.386 28.866
1.2036 25.296 1.38 6.78 2.36 49.6 5.559 36.312
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18Nr. 18.2 ly/lx = 2.5
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1581 0.11832 0.06732 0.051 0.116 0.061 0.0241 0.2448 0.1938 0.15096 0.09792 0.165 0.104 0.069
1.5 0.36924 0.31926 0.25908 0.19278 0.219 0.166 0.1092 0.4845 0.43656 0.36702 0.3009 0.271 0.213 0.148
2.5 0.5916 0.5304 0.46002 0.3927 0.317 0.262 0.1943 0.6426 0.612 0.5406 0.47532 0.37 0.321 0.2534 0.765 0.7344 0.6732 0.6018 0.467 0.421 0.3535 0.8568 0.8364 0.7752 0.7038 0.55 0.51 0.4526 0.9282 0.9078 0.8466 0.7854 0.63 0.59 0.537 0.9894 0.9792 0.9078 0.8466 0.7 0.66 0.618 1.0404 1.0302 0.9894 0.8976 0.75 0.71 0.679 1.0812 1.071 0.9996 0.9384 0.79 0.76 0.71
10 1.1118 1.1016 1.0302 0.969 0.82 0.79 0.74
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.31 0.232 0.132 0.1 0.255 0.204 0.1326 0.080580.038 0.48 0.38 0.296 0.192 0.38964 0.3468 0.2601 0.19380.068 0.724 0.626 0.508 0.378 0.4896 0.459 0.3978 0.3468
0.1 0.95 0.856 0.72 0.59 0.7344 0.714 0.6732 0.5610.142 1.16 1.04 0.902 0.77 0.8976 0.8772 0.8568 0.74460.202 1.26 1.2 1.06 0.932 1.02 0.9996 0.9792 0.9180.304 1.5 1.44 1.32 1.18 1.224 1.2036 1.1832 1.14240.395 1.68 1.64 1.52 1.38 1.3668 1.3566 1.3362 1.30560.477 1.82 1.78 1.66 1.54 1.479 1.4688 1.4484 1.40760.55 1.94 1.92 1.78 1.66 1.5606 1.5504 1.5402 1.48920.61 2.04 2.02 1.94 1.76 1.6116 1.6014 1.5912 1.54020.65 2.12 2.1 1.96 1.84 1.632 1.632 1.632 1.57080.69 2.18 2.16 2.02 1.9 1.6422 1.6422 1.6422 1.581
PRINCIPAL
![Page 115: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/115.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.102
0.0102 - - 0.01 0.02 - - 0.2040.0918 - 0.02 0.01 0.18 - 0.051 0.4080.1836 0.102 0.03 0.03 0.36 0.2 0.102 0.5610.3366 0.204 0.06 0.11 0.66 0.4 0.255 0.65280.408 0.459 0.07 0.23 0.8 0.9 0.51 1.4280.612 1.581 0.1 0.64 1.2 3.1 1.122 3.978
0.9486 3.1212 0.16 1.2 1.86 6.12 1.785 7.17061.428 5.406 0.24 1.98 2.8 10.6 2.142 11.6792.244 5.508 0.38 3.15 4.4 10.8 2.652 17.7483.366 12.342 0.58 4.17 6.6 24.2 3.06 24.5824.692 16.116 0.82 5.48 9.2 31.6 3.519 32.7426.12 19.89 1.07 7.13 12 39 3.9882 40.596
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19Nr. 19.1 ly/lx = 2
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.15392 0.104 0.07072 0.03952 0.1127 0.05684 0.023521 0.2184 0.15496 0.104 0.08216 0.1568 0.09996 0.05978
1.5 32136 0.27872 0.24128 0.2184 0.22442 0.16562 0.10292 0.43784 0.40872 0.37544 0.3536 0.29302 0.23128 0.14896
2.5 0.5304 0.50544 0.468 0.44512 0.34692 0.28322 0.198943 0.6032 0.572 0.5304 0.4992 0.38906 0.33124 0.247944 0.7176 0.6864 0.624 0.6032 0.46844 0.41944 0.341045 0.8008 0.78 0.7072 0.676 0.539 0.4998 0.424346 0.884 0.8528 0.7904 0.7592 0.6174 0.5782 0.49987 0.9464 0.9152 0.8528 0.8216 0.6762 0.6468 0.57828 0.9984 0.9776 0.9152 0.8736 0.7252 0.7056 0.6379 1.04 1.0296 0.9568 0.9256 0.7742 0.7546 0.686
10 1.0816 1.0712 0.9984 0.9776 0.8232 0.7938 0.7252
PRINCIPAL
![Page 117: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/117.jpg)
Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.00784 0.30044 0.203 0.13804 0.07714 0.2496 0.208 0.12584 0.085280.0343 0.4263 0.30247 0.203 0.16037 0.3744 0.3328 0.234 0.17680.0833 0.62727 0.54404 0.47096 0.4263 0.5616 0.5304 0.416 0.3536
0.12544 0.85463 0.79779 0.73283 0.6902 0.7592 0.7384 0.5928 0.55120.17248 1.0353 0.98658 0.9135 0.86884 0.9152 0.8944 0.7592 0.7280.22246 1.1774 1.1165 1.0353 0.9744 1.0504 1.04 0.936 0.90480.31948 1.4007 1.3398 1.218 1.1774 1.2584 1.248 1.1752 1.15440.40376 1.5631 1.5225 1.3804 1.3195 1.4144 1.404 1.3624 1.3520.48604 1.7255 1.6646 1.5428 1.4819 1.5288 1.5184 1.4976 1.47680.5586 1.8473 1.7864 1.6646 1.6037 1.612 1.6016 1.5912 1.58080.6174 1.9488 1.9082 1.7864 1.7052 1.664 1.664 1.664 1.64320.6664 2.03 2.0097 1.8676 1.8067 1.6952 1.6952 1.6952 1.67440.7056 2.1112 2.0909 1.9488 1.9082 1.716 1.716 1.716 1.6848
PRINCIPAL
![Page 118: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/118.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.0936- - - - - - - 0.1872- 0.0832 - 0.0098 - 0.1624 0.0208 0.312- 0.416 - 0.0686 - 0.812 0.0832 0.624- 1.0296 - 0.1666 - 2.0097 0.1248 1.1544- 1.664 - 0.2352 - 3.248 0.208 2.08
0.052 3.484 0.0588 0.7154 0.1015 6.8005 0.572 4.4720.1664 5.5952 0.147 1.2838 0.3248 10.9214 0.9672 7.280.312 8.424 0.332 2.0482 0.609 16.443 1.092 11.2320.52 12.272 0.539 3.087 1.015 23.954 2.444 16.64
0.728 16.64 0.7644 4.214 1.421 32.48 3.432 22.9840.988 20.904 1.0388 5.3606 1.9285 40.803 4.472 29.432
1.2272 25.792 1.3524 6.6444 2.3954 50.344 5.668 37.024
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19Nr. 19.2 ly/lx = 2
Mxm 0.0625Mym 0.0104Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1612 0.12064 0.06864 0.052 0.11368 0.05978 0.023521 0.2496 0.1976 0.15392 0.09984 0.1617 0.10192 0.06762
1.5 0.37648 0.32552 0.26416 0.19656 0.21462 0.16268 0.106822 0.494 0.44512 0.3744 0.3068 0.26558 0.20874 0.14504
2.5 0.6032 0.5408 0.46904 0.4004 0.31066 0.25676 0.190123 0.6552 0.624 0.5512 0.48464 0.3626 0.31458 0.247944 0.78 0.7488 0.6864 0.6136 0.45766 0.41258 0.345945 0.8736 0.8528 0.7904 0.7176 0.539 0.4998 0.442966 0.9464 0.9256 0.8632 0.8008 0.6174 0.5782 0.51947 1.0088 0.9984 0.9256 0.8632 0.686 0.6468 0.59788 1.0608 1.0504 1.0088 0.9152 0.735 0.6958 0.65669 1.1024 1.092 1.0192 0.9568 0.7742 0.7448 0.6958
10 1.1336 1.1232 1.0504 0.988 0.8036 0.7742 0.7252
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.01274 0.31465 0.23548 0.13398 0.1015 0.26 0.208 0.1352 0.082160.03724 0.4872 0.3857 0.30044 0.19488 0.39728 0.3536 0.2652 0.19760.06664 0.73486 0.63539 0.51562 0.38367 0.4992 0.468 0.4056 0.3536
0.098 0.96425 0.86884 0.7308 0.59885 0.7488 0.728 0.6864 0.5720.13916 1.1774 1.0556 0.91553 0.78155 0.9152 0.8944 0.8736 0.75920.19796 1.2789 1.218 1.0759 0.94598 1.04 1.0192 0.9984 0.9360.29792 1.5225 1.4616 1.3398 1.1977 1.248 1.2272 1.2064 1.16480.3871 1.7052 1.6646 1.5428 1.4007 1.3936 1.3832 1.3624 1.3312
0.46746 1.8473 1.8067 1.6849 1.5631 1.508 1.4976 1.4768 1.43520.539 1.9691 1.9488 1.8067 1.6849 1.5912 1.5808 1.5704 1.5184
0.5978 2.0706 2.0503 1.9691 1.7864 1.6432 1.6328 1.6224 1.57040.637 2.1518 2.1315 1.9894 1.8676 1.664 1.664 1.664 1.6016
0.6762 2.2127 2.1924 2.0503 1.9285 1.6744 1.6744 1.6744 1.612
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.104
0.0104 - - 0.0098 0.0203 - - 0.2080.0936 - 0.0196 0.0098 0.1827 - 0.052 0.4160.1872 0.104 0.0294 0.0294 0.3654 0.203 0.104 0.5720.3432 0.208 0.0588 0.1078 0.6699 0.406 0.26 0.66560.416 0.468 0.0686 0.2254 0.812 0.9135 0.52 1.4560.624 1.612 0.098 0.6272 1.218 3.1465 1.144 4.056
0.9672 3.1824 0.1568 1.176 1.8879 6.2118 1.82 7.31121.456 5.512 0.2352 1.9404 2.842 10.759 2.184 11.9082.288 5.616 0.3724 3.087 4.466 10.962 2.704 18.0963.432 12.584 0.5684 4.0866 6.699 24.563 3.12 25.0644.784 16.432 0.8036 5.3704 9.338 32.074 3.588 33.3846.24 20.28 1.0486 6.9874 12.18 39.585 4.0664 41.392
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20Nr.20.1 ly/lx = 1.8
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.16625 0.095 0.0646 0.0646 0.12688 0.07072 0.03121 0.22325 0.1957 0.114 0.114 0.16744 0.1196 0.0624
1.5 0.3097 0.2565 0.228 0.22135 0.21008 0.15496 0.09882 0.40945 0.3781 0.3534 0.3325 0.27768 0.23504 0.1508
2.5 0.4845 0.4617 0.456 0.418 0.32552 0.3068 0.217363 0.551 0.5225 0.475 0.4484 0.38792 0.36296 0.277684 0.6555 0.6365 0.589 0.5795 0.47216 0.45136 0.371285 0.7505 0.722 0.6935 0.684 0.5512 0.52 0.450326 0.836 0.817 0.779 0.779 0.624 0.6032 0.53047 0.912 0.893 0.8645 0.8645 0.6864 0.6656 0.60328 0.9785 0.9595 0.931 0.9215 0.7384 0.728 0.65529 1.045 1.0165 0.9975 0.988 0.8008 0.78 0.7176
10 1.102 1.0735 1.045 1.0355 0.8528 0.832 0.7696
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.03016 0.288 0.2112 0.1152 0.1152 0.228 0.152 0.133 0.25650.0468 0.432 0.36 0.192 0.192 0.361 0.285 0.266 0.361
0.06552 0.576 0.48 0.288 0.24 0.551 0.5035 0.4085 0.5320.104 0.768 0.6528 0.46272 0.3456 0.741 0.722 0.5985 0.703
0.15496 0.9792 0.8832 0.7392 0.5184 0.912 0.9025 0.8265 0.8550.2184 1.2 1.1232 0.9888 0.8064 1.083 1.083 0.95 1.026
0.32136 1.5264 1.4688 1.2768 1.1712 1.311 1.311 1.273 1.2540.40664 1.7472 1.7088 1.5552 1.4016 1.444 1.4345 1.425 1.39650.48256 1.9392 1.9008 1.7472 1.5936 1.52 1.52 1.52 1.4820.5616 2.1024 2.064 1.9008 1.7472 1.577 1.577 1.577 1.5580.6136 2.2464 2.208 2.0448 1.8816 1.6245 1.6245 1.6245 1.60550.6864 2.352 2.3232 2.1504 1.9872 1.653 1.653 1.653 1.6340.7384 2.4576 2.4288 2.256 2.0832 1.6625 1.6625 1.6625 1.6625
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.076 - 0.0104 - - - 0.095- 0.19 - 0.0312 - - - 0.285- 0.38 - 0.0624 - 0.096 - 0.665- 0.6745 - 0.1144 - 0.192 0.038 1.1115- 1.14 0.0104 0.2288 0.048 0.336 0.095 1.235
0.076 2.47 0.052 0.5824 0.192 0.96 0.38 2.1850.1615 4.142 0.1248 1.0816 0.336 2.208 0.8835 4.066
0.38 6.5075 0.2912 1.7784 0.672 4.08 1.71 7.790.57 9.215 0.4784 2.7144 1.008 6.384 2.66 13.110.76 12.445 0.6656 3.4944 1.3248 9.024 4.275 19.38
1.0925 16.15 0.8944 4.472 1.632 12.096 5.7 27.361.216 20.0925 1.1128 5.5536 1.92 15.264 7.182 35.9005
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20Nr.20.2 ly/lx = 1.8
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.152 0.11495 0.08075 0.0665 0.1248 0.078 0.04161 0.2356 0.1881 0.1501 0.11875 0.18096 0.13 0.0728
1.5 0.35625 0.30875 0.3534 0.21945 0.2288 0.17784 0.111282 0.4674 0.42275 0.36575 0.342 0.2756 0.22568 0.15912
2.5 0.57 0.513 0.437 0.4009 0.32344 0.26936 0.205923 0.6175 0.589 0.5225 0.4845 0.36712 0.32344 0.258964 0.7505 0.6935 0.6555 0.627 0.44928 0.4108 0.354645 0.8265 0.798 0.76 0.7315 0.52 0.48984 0.434726 0.893 0.874 0.8455 0.8265 0.5928 0.5616 0.507527 0.9595 0.9405 0.912 0.9025 0.6552 0.6344 0.58248 1.026 1.007 0.9785 0.9785 0.728 0.6968 0.64489 1.0735 1.0545 1.026 1.0355 0.78 0.7488 0.6968
10 1.1305 1.0925 1.0735 1.083 0.8216 0.7904 0.7488
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0416 0.2496 0.192 0.1344 0.1344 0.2375 0.228 0.209 0.34390.06344 0.384 0.336 0.24 0.2112 0.437 0.437 0.437 0.4940.07592 0.5568 0.4608 0.336 0.2688 0.608 0.608 0.608 0.570.09776 0.768 0.6336 0.48 0.3552 0.779 0.779 0.779 0.6650.13728 0.96 0.8256 0.6528 0.4896 0.8835 0.9215 0.9025 0.80750.19552 1.1424 1.0272 0.8064 0.6624 1.0735 1.0735 1.045 0.9880.29744 1.44 1.3248 1.0752 0.9504 1.2635 1.2635 1.2445 1.2160.27664 1.6608 1.5552 1.3152 1.1904 1.3965 1.387 1.387 1.35850.46384 1.8624 1.7568 1.536 1.4016 1.482 1.482 1.4725 1.45350.5408 2.0256 1.9392 1.7184 1.584 1.558 1.558 1.5485 1.52950.6136 2.1792 2.1024 1.8912 1.7568 1.596 1.596 1.596 1.5770.6656 2.304 2.2272 2.0544 1.9008 1.634 1.634 1.634 1.6150.7176 2.4192 2.3424 2.1792 2.0352 1.6625 1.653 1.653 1.653
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.019 - 0 - - - -- 0.0475 - 0.0104 - 0.096 - -- 0.095 - 0.0208 - 0.24 - 0.1425- 0.171 - 0.052 - 0.3552 - 0.3135
0.304 0.532 0.052 0.1768 0.096 0.624 0.285 0.950.76 1.406 0.1144 0.5408 0.288 1.248 0.76 3.23
1.2445 2.6885 0.1976 1.0712 0.5184 2.4768 1.349 6.60251.805 4.56 0.2912 1.8304 1.008 4.512 2.1375 11.42.375 6.84 0.416 2.7248 1.5168 7.104 2.945 16.6252.945 9.5 0.4992 3.7336 2.112 10.176 3.705 22.83.515 12.6825 0.6032 4.9192 2.784 13.632 4.655 29.64
4.0945 16.055 0.7072 6.1776 3.264 17.664 5.3675 37.05
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21Nr.21.1 ly/lx = 1.6
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.168 0.096 0.06528 0.06528 0.12688 0.07072 0.03121 0.2256 0.19776 0.1152 0.1152 0.16744 0.1196 0.0624
1.5 0.31296 0.2592 0.2304 0.22368 0.21008 0.15496 0.09882 0.41376 0.38208 0.35712 0.336 0.27768 0.23504 0.1508
2.5 0.4896 0.46656 0.4608 0.4224 0.32552 0.3068 0.217363 0.5568 0.528 0.48 0.45312 0.38792 0.36296 0.277684 0.6624 0.6432 0.5952 0.5856 0.47216 0.45136 0.371285 0.7584 0.7296 0.7008 0.6912 0.5512 0.52 0.450326 0.8448 0.8256 0.7872 0.7872 0.624 0.6032 0.53047 0.9216 0.9024 0.8736 0.8736 0.6864 0.6656 0.60328 0.9888 0.9696 0.9408 0.9312 0.7384 0.728 0.65529 1.056 1.0272 1.008 0.9984 0.8008 0.78 0.7176
10 1.1136 1.0848 1.056 1.0464 0.8528 0.832 0.7696
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.03016 0.291 0.2134 0.1164 0.1164 0.2304 0.1536 0.1344 0.25920.0468 0.4365 0.36375 0.194 0.194 0.3648 0.288 0.2688 0.3648
0.06552 0.582 0.485 0.291 0.2425 0.5568 0.5088 0.4128 0.53760.104 0.776 0.6596 0.46754 0.3492 0.7488 0.7296 0.6048 0.7104
0.15496 0.9894 0.8924 0.7469 0.5238 0.9216 0.912 0.8352 0.8640.2184 1.2125 1.1349 0.9991 0.8148 1.0944 1.0944 0.96 1.0368
0.32136 1.5423 1.4841 1.2901 1.1834 1.3248 1.3248 1.2864 1.26720.40664 1.7654 1.7266 1.5714 1.4162 1.4592 1.4496 1.44 1.41120.48256 1.9594 1.9206 1.7654 1.6102 1.536 1.536 1.536 1.49760.5616 2.1243 2.0855 1.9206 1.7654 1.5936 1.5936 1.5936 1.57440.6136 2.2698 2.231 2.0661 1.9012 1.6416 1.6416 1.6416 1.62240.6864 2.3765 2.3474 2.1728 2.0079 1.6704 1.6704 1.6704 1.65120.7384 2.4832 2.4541 2.2795 2.1049 1.68 1.68 1.68 1.68
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.0768 - 0.0104 - - - 0.096- 0.192 - 0.0312 - - - 0.288- 0.384 - 0.0624 - 0.097 - 0.672- 0.6816 - 0.1144 - 0.194 0.0384 1.1232- 1.152 0.0104 0.2288 0.0485 0.3395 0.096 1.248
0.0768 2.496 0.052 0.5824 0.194 0.97 0.384 2.2080.1632 4.1856 0.1248 1.0816 0.3395 2.231 0.8928 4.10880.384 6.576 0.2912 1.7784 0.679 4.1225 1.728 7.8720.576 9.312 0.4784 2.7144 1.0185 6.4505 2.688 13.2480.768 12.576 0.6656 3.4944 1.3386 9.118 4.32 19.5841.104 16.32 0.8944 4.472 1.649 12.222 5.76 27.648
1.2288 20.304 1.1128 5.5536 1.94 15.423 7.2576 36.2784
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21Nr.21.2 ly/lx = 1.6
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1536 0.11616 0.0816 0.0672 0.1248 0.078 0.04161 0.23808 0.19008 0.15168 0.12 0.18096 0.13 0.0728
1.5 0.36 0.312 0.35712 0.22176 0.2288 0.17784 0.111282 0.47232 0.4272 0.3696 0.3456 0.2756 0.22568 0.15912
2.5 0.576 0.5184 0.4416 0.40512 0.32344 0.26836 0.205923 0.624 0.5952 0.528 0.4896 0.36712 0.32344 0.258964 0.7584 0.7008 0.6624 0.6336 0.44928 0.4108 0.354645 0.8352 0.8064 0.768 0.7392 0.52 0.48984 0.434726 0.9024 0.8832 0.8544 0.8352 0.5928 0.5616 0.507527 0.9696 0.9504 0.9216 0.912 0.6552 0.6344 0.58248 1.0368 1.0176 0.9888 0.9888 0.728 0.6968 0.64489 1.0848 1.0656 1.0368 1.0464 0.78 0.7488 0.6968
10 1.1424 1.104 1.0848 1.0944 0.8216 0.7904 0.7488
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0416 0.2522 0.194 0.1358 0.1358 0.24 0.2304 0.2112 0.347520.06344 0.388 0.3395 0.2425 0.2134 0.4416 0.4416 0.4416 0.49920.07592 0.5626 0.4656 0.3395 0.2716 0.6144 0.6144 0.6144 0.5760.09776 0.776 0.6402 0.485 0.3589 0.7872 0.7872 0.7872 0.6720.13728 0.97 0.8342 0.6596 0.4947 0.8928 0.9312 0.912 0.8160.19552 1.1543 1.0379 0.8148 0.6693 1.0848 1.0848 1.056 0.99840.29744 1.455 1.3386 1.0864 0.9603 1.2768 1.2768 1.2576 1.22880.27664 1.6781 1.5714 1.3289 1.2028 1.4112 1.4016 1.4016 1.37280.46384 1.8818 1.7751 1.552 1.4162 1.4976 1.4976 1.488 1.46880.5408 2.0467 1.9594 1.7363 1.6005 1.5744 1.5744 1.5648 1.54560.6136 2.2019 2.1243 1.9109 1.7751 1.6128 1.6128 1.6128 1.59360.6656 2.328 2.2504 2.0758 1.9206 1.6512 1.6512 1.6512 1.6320.7176 2.4444 2.3668 2.2019 2.0564 1.68 1.6704 1.6704 1.6704
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.0192 - 0 - - - -- 0.048 - 0.0104 - 0.097 - -- 0.096 - 0.0208 - 0.2425 - 0.144- 0.1728 - 0.052 - 0.3589 - 0.3168
0.3072 0.5376 0.052 0.1768 0.097 0.6305 0.288 0.960.768 1.4208 0.1144 0.5408 0.291 1.261 0.768 3.264
1.2576 2.7168 0.1976 1.0712 0.5238 2.5026 1.3632 6.6721.824 4.608 0.2912 1.8304 1.0185 4.559 2.16 11.52
2.4 6.912 0.416 2.7248 1.5326 7.178 2.976 16.82.976 9.6 0.4992 3.7336 2.134 10.282 3.744 23.043.552 12.816 0.6032 4.9192 2.813 13.774 4.704 29.952
4.1376 16.224 0.7072 6.1776 3.298 17.848 5.424 37.44
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22Nr.22.1 ly/lx = 1.4
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1715 0.098 0.06664 0.06664 0.12566 0.07004 0.03091 0.2303 0.20188 0.1176 0.1176 0.16583 0.11845 0.0618
1.5 0.31948 0.2646 0.2352 0.22834 0.20806 0.15347 0.097852 0.42238 0.39004 0.36456 0.343 0.27501 0.23278 0.14935
2.5 0.4998 0.47628 0.4704 0.4312 0.32239 0.30385 0.215273 0.5684 0.539 0.49 0.46256 0.38419 0.35947 0.275014 0.6762 0.6566 0.6076 0.5978 0.46762 0.44702 0.367715 0.7742 0.7448 0.7154 0.7056 0.5459 0.515 0.445996 0.8624 0.8428 0.8036 0.8036 0.618 0.5974 0.52537 0.9408 0.9212 0.8918 0.8918 0.6798 0.6592 0.59748 1.0094 0.9898 0.9604 0.9506 0.7313 0.721 0.64899 1.078 1.0486 1.029 1.0192 0.7931 0.7725 0.7107
10 1.1368 1.1074 1.078 1.0682 0.8446 0.824 0.7622
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02987 0.294 0.2156 0.1176 0.1176 0.2352 0.1568 0.1372 0.26460.04635 0.441 0.3675 0.196 0.196 0.3724 0.294 0.2744 0.37240.06489 0.588 0.49 0.294 0.245 0.5684 0.5194 0.4214 0.5488
0.103 0.784 0.6664 0.47236 0.3528 0.7644 0.7448 0.6174 0.72520.15347 0.9996 0.9016 0.7546 0.5292 0.9408 0.931 0.8526 0.8820.2163 1.225 1.1466 1.0094 0.8232 1.1172 1.1172 0.98 1.0584
0.31827 1.5582 1.4994 1.3034 1.1956 1.3524 1.3524 1.3132 1.29360.40273 1.7836 1.7444 1.5876 1.4308 1.4896 1.4798 1.47 1.44060.47792 1.9796 1.9404 1.7836 1.6268 1.568 1.568 1.568 1.52880.5562 2.1462 2.107 1.9404 1.7836 1.6268 1.6268 1.6268 1.60720.6077 2.2932 2.254 2.0874 1.9208 1.6758 1.6758 1.6758 1.65620.6798 2.401 2.3716 2.1952 2.0286 1.7052 1.7052 1.7052 1.68560.7313 2.5088 2.4794 2.303 2.1266 1.715 1.715 1.715 1.715
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.0784 - 0.0103 - - - 0.098- 0.196 - 0.0309 - - - 0.294- 0.392 - 0.0618 - 0.098 - 0.686- 0.6958 - 0.1133 - 0.196 0.0392 1.1466- 1.176 0.0103 0.2266 0.049 0.343 0.098 1.274
0.0784 2.548 0.0515 0.5768 0.196 0.98 0.392 2.2540.1666 4.2728 0.1236 1.0712 0.313 2.254 0.9114 4.19440.392 6.713 0.2884 1.7613 0.686 4.165 1.764 8.0360.588 9.506 0.4738 2.6883 1.029 6.517 2.744 13.5240.784 12.838 0.6592 3.4608 1.3524 9.212 4.41 19.9921.127 16.66 0.8858 4.429 1.666 12.348 5.88 28.224
1.2544 20.727 1.1021 5.5002 1.96 15.582 7.4088 37.0342
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22Nr.22.2 ly/lx = 1.4
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1568 0.11858 0.0833 0.0686 0.1236 0.07725 0.04121 0.24304 0.19404 0.15484 0.1225 0.17922 0.12875 0.0721
1.5 0.3675 0.3185 0.36456 0.22638 0.2266 0.17613 0.110212 0.48216 0.4361 0.3773 0.3528 0.27295 0.22351 0.15759
2.5 0.588 0.5292 0.4508 0.41356 0.32033 0.26677 0.203943 0.637 0.6076 0.539 0.4998 0.36359 0.32033 0.256474 0.7742 0.7154 0.6762 0.6468 0.44496 0.40685 0.351235 0.8526 0.8232 0.784 0.7546 0.515 0.48513 0.430546 0.9212 0.9016 0.8722 0.8526 0.5871 0.5562 0.502647 0.9898 0.9702 0.9408 0.931 0.6489 0.6283 0.57688 1.0584 1.0388 1.0094 1.0094 0.721 0.6901 0.63869 1.1074 1.0878 1.0584 1.0682 0.7725 0.7416 0.6901
10 1.1662 1.127 1.1074 1.1172 0.8137 0.7828 0.7416
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Radduck des SLW von 1,0tMym in Plattenmitte Mxr in mitte des freien Randes Mxe in Randmitte
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0412 0.2548 0.196 0.1372 0.1372 0.245 0.2352 0.2156 0.354760.06283 0.392 0.343 0.245 0.2156 0.4508 0.4508 0.4508 0.50960.07519 0.5684 0.4704 0.343 0.2744 0.6272 0.6272 0.6272 0.5880.09682 0.784 0.6468 0.49 0.3626 0.8036 0.8036 0.8036 0.6860.13596 0.98 0.8428 0.6664 0.4998 0.9114 0.9506 0.931 0.8330.19364 1.1662 1.0486 0.8232 0.6762 1.1074 1.1074 1.078 1.01920.29458 1.47 1.3524 1.0976 0.9702 1.3034 1.3034 1.2838 1.25440.27398 1.6954 1.5876 1.3426 1.2152 1.4406 1.4308 1.4308 1.40140.45938 1.9012 1.7934 1.568 1.4308 1.5288 1.5288 1.519 1.49940.5356 2.0678 1.9796 1.7542 1.617 1.6072 1.6072 1.5974 1.57780.6077 2.2246 2.1462 1.9306 1.7934 1.6464 1.6464 1.6464 1.62680.6592 2.352 2.2736 2.0972 1.9404 1.6856 1.6856 1.6856 1.6660.7107 2.4696 2.3912 2.2246 2.0776 1.715 1.7052 1.7052 1.7052
PRINCIPAL
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.0196 - 0 - - - -- 0.049 - 0.0103 - 0.098 - -- 0.098 - 0.0206 - 0.245 - 0.147- 0.1764 - 0.0515 - 0.3626 - 0.3234
0.3136 0.5488 0.0515 0.1751 0.098 0.637 0.294 0.980.784 1.4504 0.1133 0.5356 0.294 1.274 0.784 3.332
1.2838 2.7734 0.1957 1.0609 0.5292 2.5284 1.3916 6.8111.862 4.704 0.2884 1.8128 1.029 4.606 2.205 11.762.45 7.056 0.412 2.6986 1.5484 7.252 3.038 17.15
3.038 9.8 0.4944 3.6977 2.156 10.388 3.822 23.523.626 13.083 0.5974 4.8719 2.842 13.916 4.802 30.576
4.2238 16.562 0.7004 6.1182 3.332 18.032 5.537 38.22
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23Nr. 23.1 ly/lx = 1.2
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmitte Mxr in Mitte des freien Randes t/a t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L L L L
0.5 0.175 0.1 0.068 0.068 0.122 0.068 0.03 0.029 0.3 0.22 0.12 0.121 0.235 0.206 0.12 0.12 0.161 0.115 0.06 0.045 0.45 0.375 0.2 0.2
1.5 0.326 0.27 0.24 0.233 0.202 0.149 0.095 0.063 0.6 0.5 0.3 0.252 0.431 0.398 0.372 0.35 0.267 0.226 0.145 0.1 0.8 0.68 0.482 0.36
2.5 0.51 0.486 0.48 0.44 0.313 0.295 0.209 0.149 1.02 0.92 0.77 0.543 0.58 0.55 0.5 0.472 0.373 0.349 0.267 0.21 1.25 1.17 1.03 0.844 0.69 0.67 0.62 0.61 0.454 0.434 0.357 0.309 1.59 1.53 1.33 1.225 0.79 0.76 0.73 0.72 0.53 0.5 0.433 0.391 1.82 1.78 1.62 1.466 0.88 0.86 0.82 0.82 0.6 0.58 0.51 0.464 2.02 1.98 1.82 1.667 0.96 0.94 0.91 0.91 0.66 0.64 0.58 0.54 2.19 2.15 1.98 1.828 1.03 1.01 0.98 0.97 0.74 0.7 0.63 0.59 2.34 2.3 2.13 1.969 1.1 1.07 1.05 1.04 0.77 0.75 0.69 0.66 2.45 2.42 2.24 2.07
10 1.16 1.13 1.1 1.09 0.82 0.8 0.74 0.71 2.56 2.53 2.35 2.17
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxm Mym
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p p' p p'0.24 0.16 0.14 0.27 - - - - - - - -0.38 0.3 0.28 0.38 - 0.08 - 0.01 - - - 0.10.58 0.53 0.43 0.56 - 0.2 - 0.03 - - - 0.30.78 0.76 0.63 0.74 - 0.4 - 0.06 - 0.1 - 0.70.96 0.95 0.87 0.9 - 0.71 - 0.11 - 0.2 0.04 1.171.14 1.14 1 1.08 - 1.2 0.01 0.22 0.05 0.35 0.1 1.31.38 1.38 1.34 1.32 0.08 2.6 0.05 0.56 0.2 1 0.4 2.31.52 1.51 1.5 1.47 0.17 4.36 0.12 1.04 0.35 2.3 0.93 4.281.6 1.6 1.6 1.56 0.4 6.85 0.28 1.71 0.7 4.25 1.8 8.2
1.66 1.66 1.66 1.64 0.6 9.7 0.46 2.61 1.05 6.65 2.8 13.81.71 1.71 1.71 1.69 0.8 13.1 0.64 3.36 1.38 9.4 4.5 20.41.74 1.74 1.74 1.72 1.15 17 0.86 4.3 1.7 12.6 6 28.81.75 1.75 1.75 1.75 1.28 21.15 1.07 5.34 2 15.9 7.56 37.79
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23Nr. 23.2 ly/lx = 1.2
Mxm 0.0625Mym 0.0088Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.16 0.121 0.085 0.07 0.12 0.075 0.041 0.248 0.198 0.158 0.125 0.174 0.125 0.07
1.5 0.375 0.325 0.372 0.231 0.22 0.171 0.1072 0.492 0.445 0.385 0.36 0.265 0.217 0.153
2.5 0.6 0.54 0.46 0.422 0.311 0.259 0.1983 0.65 0.62 0.55 0.51 0.353 0.311 0.2494 0.79 0.73 0.69 0.66 0.432 0.395 0.3415 0.87 0.84 0.8 0.77 0.5 0.471 0.4186 0.94 0.92 0.89 0.87 0.57 0.54 0.4887 1.01 0.99 0.96 0.95 0.63 0.61 0.568 1.08 1.06 1.03 1.03 0.7 0.67 0.629 1.13 1.11 1.08 1.09 0.75 0.72 0.67
10 1.19 1.15 1.13 1.14 0.79 0.76 0.72
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.04 0.26 0.2 0.14 0.14 0.25 0.24 0.22 0.3620.061 0.4 0.35 0.25 0.22 0.46 0.46 0.46 0.520.073 0.58 0.48 0.35 0.28 0.64 0.64 0.64 0.60.094 0.8 0.66 0.5 0.37 0.82 0.82 0.82 0.70.132 1 0.86 0.68 0.51 0.93 0.97 0.95 0.850.188 1.19 1.07 0.84 0.69 1.13 1.13 1.1 1.040.286 1.5 1.38 1.12 0.99 1.33 1.33 1.31 1.280.266 1.73 1.62 1.37 1.24 1.47 1.46 1.46 1.430.446 1.94 1.83 1.6 1.46 1.56 1.56 1.55 1.530.52 2.11 2.02 1.79 1.65 1.64 1.64 1.63 1.610.59 2.27 2.19 1.97 1.83 1.68 1.68 1.68 1.660.64 2.4 2.32 2.14 1.98 1.72 1.72 1.72 1.70.69 2.52 2.44 2.27 2.12 1.75 1.74 1.74 1.74
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxm Mym
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.02 - - - - -- 0.05 - 0.01 - 0.1 - -- 0.1 - 0.02 - 0.25 - 0.15- 0.18 - 0.05 - 0.37 - 0.33
0.32 0.56 0.05 0.17 0.1 0.65 0.3 10.8 1.48 0.11 0.52 0.3 1.3 0.8 3.4
1.31 2.83 0.19 1.03 0.54 2.58 1.42 6.951.9 4.8 0.28 1.76 1.05 4.7 2.25 122.5 7.2 0.4 2.62 1.58 7.4 3.1 17.53.1 10 0.48 3.59 2.2 10.6 3.9 243.7 13.35 0.58 4.73 2.9 14.2 4.9 31.2
4.31 16.9 0.68 5.94 3.4 18.4 5.65 39
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24Nr. 24.1 ly/lx = 1
Mxm 0.0625Mym 0.0078Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.1 0.069 0.069 0.06 0.046 0.0271 0.25 0.228 0.153 0.153 0.119 0.083 0.053
1.5 0.326 0.29 0.255 0.255 0.18 0.129 0.0852 0.453 0.419 0.412 0.359 0.237 0.185 0.126
2.5 0.54 0.5 0.5 0.45 0.287 0.234 0.1783 0.62 0.57 0.52 0.5 0.331 0.285 0.2274 0.74 0.7 0.65 0.62 0.407 0.368 0.3385 0.85 0.81 0.77 0.73 0.476 0.449 0.4156 0.94 0.91 0.88 0.83 0.54 0.5 0.4747 1.03 1 0.97 0.91 0.59 0.56 0.538 1.11 1.09 1.06 0.99 0.65 0.6 0.579 1.18 1.17 1.14 1.07 0.7 0.65 0.6
10 1.24 1.24 1.21 1.13 0.75 0.7 0.64
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.025 0.28 0.187 0.15 0.115 0.23 0.12 0.1 0.220.049 0.475 0.34 0.25 0.185 0.46 0.32 0.28 0.440.06 0.62 0.46 0.36 0.285 0.67 0.57 0.51 0.64
0.098 0.83 0.66 0.5 0.41 0.86 0.8 0.74 0.810.137 1.07 0.87 0.68 0.56 1.03 0.99 0.93 0.970.207 1.3 1.11 0.87 0.71 1.19 1.14 1.12 1.130.308 1.66 1.47 1.2 1.02 1.43 1.41 1.39 1.360.382 1.89 1.72 1.49 1.3 1.6 1.6 1.6 1.530.442 2.07 1.94 1.74 1.59 1.7 1.7 1.7 1.650.491 2.24 2.12 1.96 1.85 1.78 1.78 1.78 1.740.51 2.37 2.28 2.17 2.09 1.82 1.82 1.82 1.80.57 2.48 2.42 2.33 2.22 1.84 1.84 1.84 1.820.59 2.58 2.54 2.37 2.27 1.84 1.84 1.84 1.83
PRINCIPAL
![Page 147: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/147.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.08 - 0.01 - - - 0.1- 0.2 - 0.03 - 0.05 - 0.35- 0.43 - 0.06 - 0.15 0.02 0.6- 0.6 - 0.08 - 0.24 0.04 1.04
0.05 1.18 0.01 0.18 0.01 0.4 0.2 1.850.1 2.45 0.04 0.44 0.2 1.2 0.65 3.9
0.18 4.15 0.12 0.79 0.39 2.54 1.23 6.640.28 6.55 0.3 1.32 0.69 4.5 2.3 10.620.5 9.32 0.38 1.93 1 6.9 3.35 15.4
0.81 12.7 0.56 2.69 1.35 9.7 4.6 21.41.2 16.5 0.79 3.55 1.8 12.8 5.96 28.6
1.41 20.55 1.02 4.5 2.38 16.2 7.15 37
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24Nr. 24.2 ly/lx = 1
Mxm 0.0625Mym 0.0078Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.17 0.125 0.085 0.08 0.087 0.057 0.0341 0.263 0.204 0.165 0.133 0.133 0.096 0.059
1.5 0.396 0.337 0.382 0.26 0.167 0.128 0.0822 0.52 0.46 0.4 0.41 0.211 0.171 0.107
2.5 0.64 0.56 0.497 0.49 0.255 0.214 0.1143 0.67 0.64 0.58 0.57 0.294 0.255 0.1864 0.8 0.76 0.71 0.69 0.373 0.343 0.2645 0.9 0.86 0.82 0.8 0.441 0.396 0.3356 0.99 0.95 0.91 0.88 0.51 0.46 0.3987 1.06 1.03 0.99 0.95 0.56 0.52 0.4538 1.12 1.09 1.06 1.02 0.62 0.58 0.519 1.18 1.15 1.12 1.07 0.67 0.63 0.56
10 1.22 1.2 1.16 1.12 0.72 0.67 0.6
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.026 0.31 0.22 0.155 0.13 0.08 0.07 0.03 0.260.041 0.52 0.379 0.26 0.23 0.24 0.22 0.18 0.470.059 0.67 0.51 0.39 0.315 0.56 0.54 0.51 0.640.088 0.82 0.67 0.57 0.422 0.84 0.82 0.79 0.780.126 1 0.88 0.75 0.58 1.04 1.02 0.99 0.910.168 1.22 1.1 0.94 0.78 1.19 1.18 1.16 1.050.244 1.54 1.42 1.22 1.07 1.43 1.43 1.42 1.280.314 1.79 1.67 1.46 1.32 1.59 1.59 1.58 1.490.377 1.99 1.88 1.68 1.54 1.68 1.68 1.67 1.620.433 2.16 2.06 1.87 1.73 1.75 1.75 1.74 1.70.492 2.3 2.22 2.04 1.9 1.79 1.79 1.78 1.750.54 2.43 2.35 2.18 2.04 1.8 1.8 1.8 1.770.59 2.54 2.48 2.32 2.19 1.81 1.81 1.81 1.79
PRINCIPAL
![Page 150: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/150.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.01 - - - - - -- 0.05 - 0.01 - 0.02 -- 0.15 - 0.03 - 0.1 - 0.05- 0.22 - 0.04 - 0.18 - 20- 0.36 - 0.08 - 0.36 - 70
0.25 0.58 0.03 0.16 0.1 0.5 0.22 1.90.7 1.42 0.09 0.4 0.23 1.3 0.67 4.2
1.12 2.66 0.14 0.76 0.43 2.6 1.07 7.391.8 4.6 0.22 1.27 0.8 4.65 1.7 11.8
2.45 7.05 0.31 1.94 1.25 7.1 2.45 17.13.15 9.9 0.4 2.73 1.8 10 3.2 23.63.95 13.4 0.5 3.7 2.4 13.4 4 31.34.75 17.12 0.6 4.77 3.09 16.9 4.7 40.1
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25Nr. 25.1 ly/lx = 0.8
Mxm 0.0625Mym 0.0067Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.2 0.185 0.185 0.075 0.052 0.0371 0.26 0.26 0.255 0.255 0.123 0.083 0.058
1.5 0.371 0.349 0.32 0.32 0.179 0.147 0.092 0.51 0.479 0.41 0.43 0.232 0.184 0.134
2.5 0.62 0.58 0.5 0.5 0.28 0.225 0.1723 0.71 0.66 0.62 0.59 0.313 0.263 0.2094 0.85 0.81 0.77 0.74 0.382 0.331 0.2755 0.97 0.92 0.89 0.86 0.412 0.39 0.3336 1.06 1.01 0.98 0.96 0.5 0.44 0.3877 1.14 1.09 1.06 1.04 0.55 0.5 0.4348 1.2 1.15 1.13 1.1 0.6 0.55 0.489 1.25 1.21 1.18 1.16 0.65 0.6 0.52
10 1.29 1.25 1.23 1.2 0.69 0.64 0.56
PRINCIPAL
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.049 0.24 0.18 0.11 0.045 0.42 0.365 0.255 0.230.069 0.463 0.36 0.25 0.13 0.465 0.435 0.355 0.310.08 0.68 0.56 0.42 0.26 0.69 0.67 0.55 0.45
0.105 0.88 0.76 0.62 0.418 0.96 0.96 0.84 0.690.125 1.08 0.95 0.84 0.59 1.18 1.18 1.07 0.940.164 1.26 1.11 1 0.76 1.34 1.34 1.28 1.160.231 1.62 1.44 1.34 1.06 1.6 1.57 1.48 1.20.298 1.92 1.74 1.64 1.35 1.76 1.76 1.76 1.70.244 2.16 2 1.88 1.59 1.88 1.88 1.88 1.850.393 2.36 2.21 2.08 1.82 1.96 1.96 1.96 1.950.437 2.52 2.38 2.24 2 2.01 2.01 2.01 2.010.475 2.61 2.51 2.35 2.16 2.04 2.04 2.04 20.40.52 2.65 2.59 2.42 2.27 2.05 2.05 2.05 2.04
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - - - - - 0.1- 0.4 - - - 0.02 - 0.2- 30 - 0.04 - 0.08 - 0.5- 0.57 - 0.08 - 0.19 - 1
0.05 1.05 0.03 0.1 - 0.42 0.1 1.750.2 2.21 0.07 0.37 0.22 0.6 0.365 3.9
0.24 3.78 0.11 0.62 0.38 2.36 1.27 5.830.61 5.81 0.22 1.02 0.7 4.05 2.2 9.60.69 8.36 0.39 1.53 1.15 6.48 3.1 14.5
1 11.7 0.58 2.15 1.69 9.4 4.4 21.31.35 15 0.77 2.77 2.25 12.5 5.4 27.51.77 19.92 0.98 3.58 2.89 16.8 6.68 36.4
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25Nr. 25.2 ly/lx = 0.8
Mxm 0.0625Mym 0.0067Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.18 0.135 0.105 0.085 0.069 0.049 0.0281 0.278 0.222 0.184 0.16 0.12 0.083 0.047
1.5 0.42 0.376 0.315 0.314 0.146 0.12 0.0732 0.55 0.5 0.446 0.49 0.212 0.165 0.117
2.5 0.68 0.64 0.59 0.57 0.249 0.203 0.1553 0.82 0.77 0.72 0.65 0.285 0.239 0.1934 1 0.96 0.91 0.79 0.363 0.31 0.2645 1.13 1.08 1.04 0.9 0.414 0.367 0.286 1.21 1.17 1.12 0.98 0.455 0.425 0.347 1.27 1.23 1.18 1.05 0.52 0.475 0.4258 1.31 1.27 1.23 1.11 0.56 0.53 0.479 1.33 1.29 1.25 1.17 0.61 0.58 0.52
10 1.34 1.3 1.26 1.21 0.66 0.61 0.57
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.31 0.2 0.11 0.115 0.34 0.34 0.3 0.30.047 0.54 0.385 0.235 0.27 0.4 0.4 0.36 0.360.073 0.68 0.56 0.425 0.345 0.64 0.64 0.5 0.50.095 0.83 0.72 0.6 0.43 0.94 0.94 0.9 0.90.114 1.01 0.89 0.77 0.57 1.16 1.14 1.11 1.110.145 1.2 1.06 0.94 0.74 1.32 1.32 1.3 1.30.209 1.54 1.36 1.25 1.04 1.58 1.58 1.56 1.540.267 1.82 1.65 1.52 1.32 1.75 1.75 1.73 1.710.318 2.08 1.9 1.76 1.58 1.85 1.85 1.84 1.810.379 2.26 2.11 1.97 1.79 1.93 1.93 1.91 1.880.421 2.42 2.28 2.14 1.96 1.98 1.98 1.96 1.940.466 2.5 2.4 2.25 2.1 2 2 2 1.960.51 2.56 2.5 2.32 2.2 2.01 2.01 2.01 1.98
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.05 - 0.01 - - - 0.1- 21 - 0.03 - 0.05 - 0.2- 28 - 0.07 - 0.2 - 0.25- 51 - 0.1 - 0.37 - 0.36
0.1 85 0.01 0.19 - 0.59 0.1 10.14 1.72 0.05 0.32 0.2 1.43 0.4 3.40.7 2.82 0.08 0.49 0.53 2.59 0.8 6.96
1.18 4.42 0.13 0.83 1 4.42 1.25 11.81.78 6.76 0.19 1.44 1.55 6.89 1.65 17.62.57 9.6 0.28 2.22 2.15 9.9 2.3 253.4 12.6 0.37 3.07 2.8 13 2.7 324.4 17.12 0.47 4.35 3.46 17.4 3.3 40.8
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26Nr. 26.1 ly/lx = 0.5
Mxm 0.0625Mym 0.0067Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.3 0.3 0.2775 0.2775 0.04875 0.0338 0.024051 0.39 0.39 0.3825 0.3825 0.07995 0.05395 0.0377
1.5 0.5565 0.5235 0.48 0.48 0.11635 0.09555 0.05852 0.765 0.7185 0.615 0.645 0.1508 0.1196 0.0871
2.5 0.93 0.87 0.75 0.75 0.182 0.14625 0.11183 1.065 0.99 0.93 0.885 0.20345 0.17095 0.135854 1.275 1.215 1.155 1.11 0.2483 0.21515 0.178755 1.455 1.38 1.335 1.29 0.2678 0.2535 0.216456 1.59 1.515 1.47 1.44 0.325 0.286 0.251557 1.71 1.635 1.59 1.56 0.3575 0.325 0.28218 1.8 1.725 1.695 1.65 0.39 0.3575 0.3129 1.875 1.815 1.77 1.74 0.4225 0.39 0.338
10 1.935 1.875 1.845 1.8 0.4485 0.416 0.364
PRINCIPAL
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.03185 0.288 0.216 0.132 0.054 0.63 0.5475 0.3825 0.3450.04485 0.5556 0.432 0.3 0.156 0.6975 0.6525 0.5325 0.465
0.052 0.816 0.672 0.504 0.312 1.035 1.005 0.825 0.6750.06825 1.056 0.912 0.744 0.5016 1.44 1.44 1.26 1.0350.08125 1.296 1.14 1.008 0.708 1.77 1.77 1.605 1.410.1066 1.512 1.332 1.2 0.912 2.01 2.01 1.92 1.74
0.15015 1.944 1.728 1.608 1.272 2.4 2.355 2.22 2.30.1937 2.304 2.088 1.968 1.62 2.64 2.64 2.64 2.550.2236 2.592 2.4 2.256 1.908 2.82 2.82 2.82 2.775
0.25545 2.832 2.652 2.496 2.184 2.94 2.94 2.94 2.9250.28405 3.024 2.856 2.688 2.4 3.015 3.015 3.015 3.0150.30875 3.132 3.012 2.82 2.592 3.06 3.06 3.06 30.6
0.338 3.18 3.108 2.904 2.724 3.075 3.075 3.075 3.06
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - - - - - 0.15- 0.6 - - - 0.024 - 0.3- 0.45 - 0.026 - 0.096 - 0.75- 0.855 - 0.052 - 0.228 - 1.5
0.075 1.575 0.0195 0.065 - 0.504 0.15 2.6250.3 3.315 0.0455 0.2405 1.464 0.72 0.5475 5.85
0.36 5.67 0.0715 0.403 0.456 2.832 1.905 8.7450.9715 8.715 0.143 0.663 0.84 4.86 3.3 14.41.035 12.54 0.2535 0.9945 1.38 7.776 4.65 21.75
1.5 17.55 0.377 1.3975 2.028 11.28 6.6 31.952.025 22.5 0.5005 1.8005 2.7 15 8.1 41.252.655 29.88 0.637 2.327 3.468 20.16 10.02 54.6
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26Nr. 26.2 ly/lx = 0.5
Mxm 0.0625Mym 0.0067Mxr 0.0625Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.27 0.2025 0.1575 0.1275 0.04485 0.03185 0.01821 0.417 0.333 0.276 0.24 0.078 0.05395 0.03055
1.5 0.63 0.564 0.4725 0.471 0.0949 0.078 0.047452 0.825 0.75 0.669 0.735 0.1378 0.10725 0.07605
2.5 1.02 0.96 0.885 0.855 0.16185 0.13195 0.100753 1.23 1.155 1.08 0.975 0.18525 0.15535 0.125454 1.5 1.44 1.365 1.185 0.23595 0.2015 0.17165 1.695 1.62 1.56 1.35 0.2691 0.23855 0.1826 1.815 1.755 1.68 1.47 0.29575 0.27625 0.2217 1.905 1.845 1.77 1.575 0.338 0.30875 0.276258 1.965 1.905 1.845 1.665 0.364 0.3445 0.30559 1.995 1.935 1.875 1.755 0.3965 0.377 0.338
10 2.01 1.95 1.89 1.815 0.429 0.3965 0.3705
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0182 0.372 0.24 0.132 0.138 0.51 0.51 0.45 0.450.03055 0.648 0.462 0.282 0.324 0.6 0.6 0.54 0.540.04745 0.816 0.672 0.51 0.414 0.96 0.96 0.75 0.750.06175 0.996 0.864 0.72 0.516 1.41 1.41 1.35 1.350.0741 1.212 1.068 0.924 0.684 1.74 1.71 1.665 1.665
0.09425 1.44 #VALUE! 1.128 0.888 1.98 1.98 1.95 1.950.13585 1.848 1.632 1.5 1.248 2.37 2.37 2.34 2.310.17355 2.184 1.98 1.824 1.584 2.625 2.625 2.595 2.5650.2067 2.496 2.28 2.112 1.896 2.775 2.775 2.76 2.715
0.24635 2.712 2.532 2.364 2.148 2.895 2.895 2.865 2.820.27365 2.904 2.736 2.568 2.352 2.97 2.97 2.94 2.910.3029 3 2.88 2.7 2.52 3 3 3 2.940.3315 3.072 3 2.784 2.64 3.015 3.015 3.015 2.97
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.075 - 0.0065 - - - 0.15- 0.315 - 0.0195 - 0.6 - 0.3- 0.42 - 0.0455 - 0.24 - 0.375- 0.765 - 0.065 - 0.444 - 0.54
0.15 1.275 0.0065 0.1235 - 0.708 0.15 1.50.21 2.58 0.0325 0.208 0.24 1.716 0.6 5.11.05 4.23 0.052 0.3185 0.636 3.108 1.2 10.441.77 6.63 0.0845 0.5395 1.2 5.304 1.875 17.72.67 10.14 0.1235 0.936 1.86 8.268 2.475 26.4
3.855 14.4 0.182 1.443 2.58 11.88 3.45 37.55.1 18.9 0.2405 1.9955 3.36 15.6 4.05 486.6 25.68 0.3055 2.8275 4.152 20.88 4.95 61.2
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27Nr. 27.1 ly/lx=∞
l/a= 2,25 Mxm k = 0.0417t/a= 0,35 Mym k = 0.0069
Mxe k = 0.0833
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte -Mxe in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.005 0.25 0.19 0.12 0.05 - - - -0.02 0.32 0.26 0.18 0.09 - - - -
0.045 0.47 0.43 0.35 0.23 - 0.05 - 0.020.079 0.64 0.61 0.54 0.398 - 0.2 - 0.050.118 0.76 0.74 0.69 0.55 - 0.45 - 0.110.166 0.87 0.85 0.81 0.71 - 0.85 0.02 0.220.254 1.05 1.05 1.01 0.97 0.05 1.72 0.08 0.450.333 1.21 1.21 1.18 1.15 0.14 2.84 0.18 0.740.411 1.34 1.34 1.31 1.28 0.26 4.5 0.32 1.170.475 1.44 1.44 1.42 1.39 0.4 6.9 0.54 1.780.53 1.52 1.52 1.5 1.47 0.56 9.4 0.8 2.370.58 1.57 1.57 1.56 1.53 0.7 12.2 1.04 3.130.62 1.59 1.59 1.58 1.56 0.9 15.85 1.28 3.96
PRINCIPAL
![Page 165: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/165.jpg)
_Mxe
für alle Werte t/a
p p'- 0.05- 0.1- 0.35- 0.8
0.01 1.450.05 2.10.1 3.4
0.33 4.70.8 71.4 10.32.1 153 20.4
3.74 25.9
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27Nr. 27.2 ly/lx=∞
l/a= 2,25 Mxm 0.0417t/a= 0,35 Mym 0.0069
Mxe 0.0833
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte -Mxe in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.008 0.25 0.19 0.12 0.05 - - - 0.010.023 0.32 0.26 0.18 0.09 - - - 0.010.038 0.42 0.4 0.34 0.25 - 0.05 - 0.030.064 0.58 0.56 0.51 0.4 - 0.1 - 0.050.096 0.72 0.7 0.66 0.55 - 0.27 - 0.130.141 0.85 0.84 0.8 0.78 0.3 0.53 0.05 0.240.222 1.06 1.06 1.01 0.98 0.8 1.11 0.13 0.570.295 1.21 1.21 1.18 1.14 1.25 1.79 0.21 0.830.37 1.32 1.32 1.3 1.26 1.65 2.9 0.28 1.33
0.433 1.41 1.41 1.4 1.36 2 4.5 0.33 2.030.49 1.47 1.47 1.47 1.44 2.4 6.3 0.42 2.890.54 1.52 1.52 1.52 1.5 2.75 8.4 0.48 3.820.58 1.54 1.54 1.54 1.53 3.12 10.55 0.56 4.85
PRINCIPAL
![Page 168: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/168.jpg)
_Mxe
für alle Werte t/a
p p'- 0.1- 0.28- 0.35
0.03 0.350.08 0.370.2 0.8
0.55 2.21 4.25
1.4 7.62 11.8
2.4 16.23 21.6
3.5 26.3
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28Nr. 28.1 ly/lx= ∞
Mxr 0.0417My 0My 0.0833
Mxe 0.0069Mxe 0.0417Mx 0.0069My 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxr mitte d. freien randes My bei y=0t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2242 0.1577 0.0779 0.038 0 0 01 0.3249 0.2451 0.1482 0.1159 0 0 0
1.5 0.4313 0.342 0.2489 0.2413 0 0 02 0.5491 0.4579 0.38 0.3515 0 0 0
2.5 0.6593 0.5795 0.5035 0.4465 0 0 03 0.76 0.6802 0.6118 0.5529 0 0 04 0.969 0.8892 0.8189 0.7505 0 0 05 1.14 1.064 1.007 0.912 0 0 06 1.311 1.254 1.178 1.083 0 0 07 1.444 1.387 1.33 1.197 0 0 08 1.558 1.52 1.444 1.311 0 0 09 0.703 1.596 1.539 1.387 0 0 0
10 1.71 1.653 1.577 1.425 0 0 0
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Radduck des SLW von 1,0tMy bei y=0 Mxe bei y=0 My bei y=0,25 lx
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0 0.475 0.361 0.228 0.095 0.0779 0.04428 0.02624 0.00410 0.608 0.494 0.342 0.171 0.12136 0.07544 0.04756 0.01640 0.893 0.817 0.665 0.437 0.16646 0.12054 0.06642 0.03690 1.216 1.159 1.026 0.7562 0.21074 0.16892 0.09512 0.064780 1.444 1.406 1.311 1.045 0.24272 0.20336 0.12792 0.096760 1.653 1.615 1.539 1.349 0.27142 0.23288 0.164 0.136120 1.995 1.995 1.919 1.843 0.32882 0.28864 0.23534 0.208280 2.299 2.299 2.242 2.185 0.3772 0.34112 0.30094 0.273060 2.546 2.546 2.489 2.432 0.4264 0.39524 0.3608 0.337020 2.736 2.736 2.698 2.641 0.4756 0.4428 0.4182 0.38950 2.888 2.888 2.85 2.793 0.5248 0.492 0.4674 0.43460 2.983 2.983 2.964 2.907 0.5576 0.533 0.5084 0.47560 3.021 3.021 3.002 2.964 0.5986 0.574 0.533 0.5084
PRINCIPAL
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Mxm Mym Mxe bei y=2lxt/a t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1 0.125L L L L L L L L L
0.118 0.083 0.041 0.02 0.095 0.054 0.032 0.005 0.250.171 0.129 0.078 0.061 0.148 0.092 0.058 0.02 0.320.227 0.18 0.131 0.127 0.203 0.147 0.081 0.045 0.470.289 0.241 0.2 0.185 0.257 0.206 0.116 0.079 0.640.347 0.305 0.265 0.235 0.296 0.248 0.156 0.118 0.76
0.4 0.358 0.322 0.291 0.331 0.284 0.2 0.166 0.870.51 0.468 0.431 0.395 0.401 0.352 0.287 0.254 1.050.6 0.56 0.53 0.48 0.46 0.416 0.367 0.333 1.21
0.69 0.66 0.62 0.57 0.52 0.482 0.44 0.411 1.340.76 0.73 0.7 0.63 0.58 0.54 0.51 0.475 1.440.82 0.8 0.76 0.69 0.64 0.6 0.57 0.53 1.520.37 0.84 0.81 0.73 0.68 0.65 0.62 0.58 1.570.9 0.87 0.83 0.75 0.73 0.7 0.65 0.62 1.59
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Mxe bei y=2lx Mxr My Mxet/a
für alle Werte t/a0.25 0.5 1L L L p p' p p' p p'
0.19 0.12 0.05 - - 0 0 - 0.0950.26 0.18 0.09 - - 0 0 - 0.190.43 0.35 0.23 - 0.095 0 0 - 0.6650.61 0.54 0.398 - 0.38 0 0 - 1.520.74 0.69 0.55 - 0.855 0 0 0.019 2.7550.85 0.81 0.71 - 1.615 0 0 0.095 3.991.05 1.01 0.97 0.095 3.268 0 0 0.19 6.461.21 1.18 1.15 0.266 5.396 0 0 0.627 8.931.34 1.31 1.28 0.494 8.55 0 0 1.52 13.31.44 1.42 1.39 0.76 13.11 0 0 2.66 19.571.52 1.5 1.47 1.064 17.86 0 0 3.99 28.51.57 1.56 1.53 1.33 23.18 0 0 5.7 38.761.59 1.58 1.56 1.71 30.115 0 0 7.106 49.21
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Gleichlast um SLW von 1 t.m2My Mxm Mym Mxe
für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.05- - - - - - - 0.1- 0.0164 - 0.05 - 0.02 - 0.35- 0.041 - 0.2 - 0.05 - 0.8- 0.0902 - 0.45 - 0.11 0.01 1.45
0.0164 0.1804 - 0.85 0.02 0.22 0.05 2.10.0656 0.369 0.05 1.72 0.08 0.45 0.1 3.40.1476 0.6068 0.14 2.84 0.18 0.74 0.33 4.70.2624 0.9594 0.26 4.5 0.32 1.17 0.8 70.4428 1.4596 0.4 6.9 0.54 1.78 1.4 10.30.656 1.9434 0.56 9.4 0.8 2.37 2.1 15
0.8528 2.5666 0.7 12.2 1.04 3.13 3 20.41.0496 3.2472 0.9 15.85 1.28 3.96 3.74 25.9
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28Nr. 28.1 ly/lx= ∞
Mxr 0.0417My 0My 0.0833
Mxe 0.0069Mxe 0.0417Mx 0.0069My 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxr mitte d. freien randes My bei y=0t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2242 0.1577 0.0779 0.038 0 0 01 0.3249 0.2451 0.1482 0.1159 0 0 0
1.5 0.5054 0.4104 0.3325 0.228 0 0 02 0.6308 0.551 0.475 0.3705 0 0 0
2.5 0.7581 0.6783 0.6042 0.5016 0 0 03 0.8588 0.7885 0.703 0.627 0 0 04 1.064 0.988 0.9215 0.836 0 0 05 1.235 1.178 1.102 1.007 0 0 06 1.406 1.349 1.273 1.197 0 0 07 1.558 1.501 1.425 1.33 0 0 08 1.653 1.615 1.539 1.444 0 0 09 1.729 1.691 1.615 1.52 0 0 0
10 1.786 1.729 1.653 1.558 0 0 0
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Radduck des SLW von 1,0tMy bei y=0 Mxe bei y=0 My bei y=0,25 lx
t/a t/a t/a1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0 0.475 0.361 0.228 0.095 0.07954 0.04182 0.02542 0.006560 0.608 0.494 0.342 0.171 0.12218 0.07462 0.04182 0.018860 0.798 0.76 0.646 0.475 0.15334 0.10988 0.0656 0.031160 1.102 1.064 0.969 0.76 0.1763 0.13776 0.07872 0.052480 1.368 1.33 1.254 1.045 0.20336 0.16236 0.11234 0.078720 1.615 1.596 1.52 1.482 0.23534 0.19598 0.14678 0.115620 2.014 2.014 1.919 1.862 0.29602 0.2583 0.21484 0.182040 2.299 2.299 2.242 2.166 0.3526 0.31898 0.27716 0.24190 2.508 2.508 2.47 2.394 0.40836 0.37474 0.33784 0.30340 2.679 2.679 2.66 2.584 0.4592 0.4264 0.39278 0.355060 2.793 2.793 2.793 2.736 0.5002 0.4756 0.4428 0.40180 2.888 2.888 2.888 2.85 0.5412 0.5166 0.4838 0.44280 2.926 2.926 2.926 2.907 0.5822 0.5494 0.5166 0.4756
PRINCIPAL
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Mxm Mym Mxe bei y=2lxt/a t/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1 0.125L L L L L L L L L
0.118 0.083 0.041 0.02 0.097 0.051 0.031 0.008 0.250.171 0.129 0.078 0.061 0.149 0.091 0.051 0.023 0.320.266 0.216 0.175 0.12 0.187 0.134 0.08 0.038 0.420.332 0.29 0.25 0.195 0.215 0.168 0.096 0.064 0.580.399 0.357 0.318 0.264 0.248 0.198 0.137 0.096 0.720.452 0.415 0.37 0.33 0.287 0.239 0.179 0.141 0.850.56 0.52 0.485 0.44 0.361 0.315 0.262 0.222 1.060.65 0.62 0.58 0.53 0.43 0.389 0.338 0.295 1.210.74 0.71 0.67 0.63 0.498 0.457 0.412 0.37 1.320.82 0.79 0.75 0.7 0.56 0.52 0.479 0.433 1.410.87 0.85 0.81 0.76 0.61 0.58 0.54 0.49 1.470.91 0.89 0.85 0.8 0.66 0.63 0.59 0.54 1.520.94 0.91 0.87 0.82 0.71 0.67 0.63 0.58 1.54
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Mxe bei y=2lx Mxr My Mxet/a
für alle Werte t/a0.25 0.5 1L L L p p' p p' p p'
0.19 0.12 0.05 - - 0 0 - 0.190.26 0.18 0.09 - - 0 0 - 0.5320.4 0.34 0.25 - 0.095 0 0 - 0.665
0.56 0.51 0.4 - 0.19 0 0 0.057 0.6650.7 0.66 0.55 - 0.513 0 0 0.152 0.703
0.84 0.8 0.78 0.57 1.007 0 0 0.38 1.521.06 1.01 0.98 1.52 2.109 0 0 1.045 4.181.21 1.18 1.14 2.375 3.401 0 0 1.9 8.0751.32 1.3 1.26 3.135 5.51 0 0 2.66 14.441.41 1.4 1.36 3.8 8.55 0 0 3.8 22.421.47 1.47 1.44 4.56 11.97 0 0 4.56 30.781.52 1.52 1.5 5.225 15.96 0 0 5.7 41.041.54 1.54 1.53 5.928 20.045 0 0 6.65 49.97
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Gleichlast um SLW von 1 t.m2My Mxm Mym Mxe
für alle Werte t/a
p p' p p' p p' p p'- 0.0082 - - - 0.01 - 0.1- 0.0082 - - - 0.01 - 0.28- 0.0246 - 0.05 - 0.03 - 0.35- 0.041 - 0.1 - 0.05 0.03 0.35- 0.1066 - 0.27 - 0.13 0.08 0.37
0.041 0.1968 0.3 0.53 0.05 0.24 0.2 0.80.1066 0.4674 0.8 1.11 0.13 0.57 0.55 2.20.1722 0.6806 1.25 1.79 0.21 0.83 1 4.250.2296 1.0906 1.65 2.9 0.28 1.33 1.4 7.60.2706 1.6646 2 4.5 0.33 2.03 2 11.80.3444 2.3698 2.4 6.3 0.42 2.89 2.4 16.20.3936 3.1324 2.75 8.4 0.48 3.82 3 21.60.4592 3.977 3.12 10.55 0.56 4.85 3.5 26.3
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29Nr. 29.1 ly/lx = 3.5
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.23246 0.16351 0.08077 0.0394 0.25 0.19 0.12 0.050.02 0.33687 0.25413 0.15366 0.12017 0.32 0.26 0.18 0.09
0.045 0.44719 0.3546 0.25807 0.25019 0.47 0.43 0.35 0.230.079 0.56933 0.47477 0.394 0.36445 0.64 0.61 0.54 0.3980.118 0.68359 0.60085 0.52205 0.46295 0.76 0.74 0.69 0.550.166 0.788 0.70526 0.63434 0.57327 0.87 0.85 0.81 0.710.254 1.0047 0.92196 0.84907 0.77815 1.05 1.05 1.01 0.970.333 1.182 1.1032 1.0441 0.9456 1.21 1.21 1.18 1.150.411 1.3593 1.3002 1.2214 1.1229 1.34 1.34 1.31 1.280.475 1.4972 1.4381 1.379 1.2411 1.44 1.44 1.42 1.390.53 1.6154 1.576 1.4972 1.3593 1.52 1.52 1.5 1.470.58 0.7289 1.6548 1.5957 1.4381 1.57 1.57 1.56 1.530.62 1.773 1.7139 1.6351 1.4775 1.59 1.59 1.58 1.56
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.05- - - - - - - 0.1- 0.05 - 0.02 - 0.0985 - 0.35- 0.2 - 0.05 - 0.394 - 0.8- 0.45 - 0.11 - 0.8865 0.01 1.45- 0.85 0.02 0.22 - 1.6745 0.05 2.1
0.05 1.72 0.08 0.45 0.0985 3.3884 0.1 3.40.14 2.84 0.18 0.74 0.2758 5.5948 0.33 4.70.26 4.5 0.32 1.17 0.5122 8.865 0.8 70.4 6.9 0.54 1.78 0.788 13.593 1.4 10.3
0.56 9.4 0.8 2.37 1.1032 18.518 2.1 150.7 12.2 1.04 3.13 1.379 24.034 3 20.40.9 15.85 1.28 3.96 1.773 31.2245 3.74 25.9
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29Nr. 29.2 ly/lx = 3.5
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.23246 0.16351 0.08077 0.0394 0.25 0.19 0.12 0.050.023 0.33687 0.25413 0.15366 0.12017 0.32 0.26 0.18 0.090.038 0.52402 0.42552 0.34475 0.2364 0.42 0.4 0.34 0.250.064 0.65404 0.5713 0.4925 0.38415 0.58 0.56 0.51 0.40.096 0.78603 0.70329 0.62646 0.52008 0.72 0.7 0.66 0.550.141 0.89044 0.81755 0.7289 0.6501 0.85 0.84 0.8 0.780.222 1.1032 1.0244 0.95545 0.8668 1.06 1.06 1.01 0.980.295 1.2805 1.2214 1.1426 1.0441 1.21 1.21 1.18 1.140.37 1.4578 1.3987 1.3199 1.2411 1.32 1.32 1.3 1.26
0.433 1.6154 1.5563 1.4775 1.379 1.41 1.41 1.4 1.360.49 1.7139 1.6745 1.5957 1.4972 1.47 1.47 1.47 1.440.54 1.7927 1.7533 1.6745 1.576 1.52 1.52 1.52 1.50.58 1.8518 1.7927 1.7139 1.6154 1.54 1.54 1.54 1.53
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.01 - - - 0.1- - - 0.01 - - - 0.28- 0.05 - 0.03 - 0.0985 - 0.35- 0.1 - 0.05 - 0.197 0.03 0.35- 0.27 - 0.13 - 0.5319 0.08 0.37
0.3 0.53 0.05 0.24 0.591 1.0441 0.2 0.80.8 1.11 0.13 0.57 1.576 2.1867 0.55 2.2
1.25 1.79 0.21 0.83 2.4625 3.5263 1 4.251.65 2.9 0.28 1.33 3.2505 5.713 1.4 7.6
2 4.5 0.33 2.03 3.94 8.865 2 11.82.4 6.3 0.42 2.89 4.728 12.411 2.4 16.2
2.75 8.4 0.48 3.82 5.4175 16.548 3 21.63.12 10.55 0.56 4.85 6.1464 20.7835 3.5 26.3
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30Nr. 30.1 ly/lx = 3
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12036 0.08466 0.04182 0.0204 0.095 0.054 0.0321 0.17442 0.13158 0.07956 0.06222 0.148 0.092 0.058
1.5 0.23154 0.1836 0.13362 0.12954 0.203 0.147 0.0812 0.29478 0.24582 0.204 0.1887 0.257 0.206 0.116
2.5 0.35394 0.3111 0.2703 0.2397 0.296 0.248 0.1563 0.408 0.36516 0.32844 0.29682 0.331 0.284 0.24 0.5202 0.47736 0.43962 0.4029 0.401 0.352 0.2875 0.612 0.5712 0.5406 0.4896 0.46 0.416 0.3676 0.7038 0.6732 0.6324 0.5814 0.52 0.482 0.447 0.7752 0.7446 0.714 0.6426 0.58 0.54 0.518 0.8364 0.816 0.7752 0.7038 0.64 0.6 0.579 0.3774 0.8568 0.8262 0.7446 0.68 0.65 0.62
10 0.918 0.8874 0.8466 0.765 0.73 0.7 0.65
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2419 0.17015 0.08405 0.041 0.25 0.19 0.12 0.050.02 0.35055 0.26445 0.1599 0.12505 0.32 0.26 0.18 0.09
0.045 0.46535 0.369 0.26855 0.26035 0.47 0.43 0.35 0.230.079 0.59245 0.49405 0.41 0.37925 0.64 0.61 0.54 0.3980.118 0.71135 0.62525 0.54325 0.48175 0.76 0.74 0.69 0.550.166 0.82 0.7339 0.6601 0.59655 0.87 0.85 0.81 0.710.254 1.0455 0.9594 0.88355 0.80975 1.05 1.05 1.01 0.970.333 1.23 1.148 1.0865 0.984 1.21 1.21 1.18 1.150.411 1.4145 1.353 1.271 1.1685 1.34 1.34 1.31 1.280.475 1.558 1.4965 1.435 1.2915 1.44 1.44 1.42 1.390.53 1.681 1.64 1.558 1.4145 1.52 1.52 1.5 1.470.58 0.7585 1.722 1.6605 1.4965 1.57 1.57 1.56 1.530.62 1.845 1.7835 1.7015 1.5375 1.59 1.59 1.58 1.56
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.05- - - - - - - 0.1- 0.051 - 0.02 - 0.1025 - 0.35- 0.204 - 0.05 - 0.41 - 0.8- 0.459 - 0.11 - 0.9225 0.01 1.45- 0.867 0.02 0.22 - 1.7425 0.05 2.1
0.051 1.7544 0.08 0.45 0.1025 3.526 0.1 3.40.1428 2.8968 0.18 0.74 0.287 5.822 0.33 4.70.2652 4.59 0.32 1.17 0.533 9.225 0.8 70.408 7.038 0.54 1.78 0.82 14.145 1.4 10.3
0.5712 9.588 0.8 2.37 1.148 19.27 2.1 150.714 12.444 1.04 3.13 1.435 25.01 3 20.40.918 16.167 1.28 3.96 1.845 32.4925 3.74 25.9
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30Nr. 30.2 ly/lx = 3
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12036 0.08466 0.04182 0.0204 0.097 0.051 0.0311 0.17442 0.13158 0.07956 0.06222 0.149 0.091 0.051
1.5 0.27132 0.22032 0.1785 0.1224 0.187 0.134 0.082 0.33864 0.2958 0.255 0.1989 0.215 0.168 0.096
2.5 0.40698 0.36414 0.32436 0.26928 0.248 0.198 0.1373 0.46104 0.4233 0.3774 0.3366 0.287 0.239 0.1794 0.5712 0.5304 0.4947 0.4488 0.361 0.315 0.2625 0.663 0.6324 0.5916 0.5406 0.43 0.389 0.3386 0.7548 0.7242 0.6834 0.6426 0.498 0.457 0.4127 0.8364 0.8058 0.765 0.714 0.56 0.52 0.4798 0.8874 0.867 0.8262 0.7752 0.61 0.58 0.549 0.9282 0.9078 0.867 0.816 0.66 0.63 0.59
10 0.9588 0.9282 0.8874 0.8364 0.71 0.67 0.63
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2419 0.17015 0.08405 0.041 0.25 0.19 0.12 0.050.023 0.35055 0.26445 0.1599 0.12505 0.32 0.26 0.18 0.090.038 0.5453 0.4428 0.35875 0.246 0.42 0.4 0.34 0.250.064 0.6806 0.5945 0.5125 0.39975 0.58 0.56 0.51 0.40.096 0.81795 0.73185 0.6519 0.5412 0.72 0.7 0.66 0.550.141 0.9266 0.85075 0.7585 0.6765 0.85 0.84 0.8 0.780.222 1.148 1.066 0.99425 0.902 1.06 1.06 1.01 0.980.295 1.3325 1.271 1.189 1.0865 1.21 1.21 1.18 1.140.37 1.517 1.4555 1.3735 1.2915 1.32 1.32 1.3 1.26
0.433 1.681 1.6195 1.5375 1.435 1.41 1.41 1.4 1.360.49 1.7835 1.7425 1.6605 1.558 1.47 1.47 1.47 1.440.54 1.8655 1.8245 1.7425 1.64 1.52 1.52 1.52 1.50.58 1.927 1.8655 1.7835 1.681 1.54 1.54 1.54 1.53
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.01 - - - 0.1- - - 0.01 - - - 0.28- 0.051 - 0.03 - 0.1025 - 0.35- 0.102 - 0.05 - 0.205 0.03 0.35- 0.2754 - 0.13 - 0.5535 0.08 0.37
0.306 0.5406 0.05 0.24 0.615 1.0865 0.2 0.80.816 1.1322 0.13 0.57 1.64 2.2755 0.55 2.21.275 1.8258 0.21 0.83 2.5625 3.6695 1 4.251.683 2.958 0.28 1.33 3.3825 5.945 1.4 7.62.04 4.59 0.33 2.03 4.1 9.225 2 11.8
2.448 6.426 0.42 2.89 4.92 12.915 2.4 16.22.805 8.568 0.48 3.82 5.6375 17.22 3 21.6
3.1824 10.761 0.56 4.85 6.396 21.6275 3.5 26.3
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31Nr. 31.1 ly/lx = 2.5
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12272 0.08632 0.04264 0.0208 0.095 0.054 0.0321 0.17784 0.13416 0.08112 0.06344 0.148 0.092 0.058
1.5 0.23608 0.1872 0.13624 0.13208 0.203 0.147 0.0812 0.30056 0.25064 0.208 0.1924 0.257 0.206 0.116
2.5 0.36088 0.3172 0.2756 0.2444 0.296 0.248 0.1563 0.416 0.37232 0.33488 0.30264 0.331 0.284 0.24 0.5304 0.48672 0.44824 0.4108 0.401 0.352 0.2875 0.624 0.5824 0.5512 0.4992 0.46 0.416 0.3676 0.7176 0.6864 0.6448 0.5928 0.52 0.482 0.447 0.7904 0.7592 0.728 0.6552 0.58 0.54 0.518 0.8528 0.832 0.7904 0.7176 0.64 0.6 0.579 0.3848 0.8736 0.8424 0.7592 0.68 0.65 0.62
10 0.936 0.9048 0.8632 0.78 0.73 0.7 0.65
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.25016 0.17596 0.08692 0.0424 0.2525 0.1919 0.1212 0.05050.02 0.36252 0.27348 0.16536 0.12932 0.3232 0.2626 0.1818 0.0909
0.045 0.48124 0.3816 0.27772 0.26924 0.4747 0.4343 0.3535 0.23230.079 0.61268 0.51092 0.424 0.3922 0.6464 0.6161 0.5454 0.401980.118 0.73564 0.6466 0.5618 0.4982 0.7676 0.7474 0.6969 0.55550.166 0.848 0.75896 0.68264 0.61692 0.8787 0.8585 0.8181 0.71710.254 1.0812 0.99216 0.91372 0.8374 1.0605 1.0605 1.0201 0.97970.333 1.272 1.1872 1.1236 1.0176 1.2221 1.2221 1.1918 1.16150.411 1.4628 1.3992 1.3144 1.2084 1.3534 1.3534 1.3231 1.29280.475 1.6112 1.5476 1.484 1.3356 1.4544 1.4544 1.4342 1.40390.53 1.7384 1.696 1.6112 1.4628 1.5352 1.5352 1.515 1.48470.58 0.7844 1.7808 1.7172 1.5476 1.5857 1.5857 1.5756 1.54530.62 1.908 1.8444 1.7596 1.59 1.6059 1.6059 1.5958 1.5756
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.0505- - - - - - - 0.101- 0.052 - 0.02 - 0.106 - 0.3535- 0.208 - 0.05 - 0.424 - 0.808- 0.468 - 0.11 - 0.954 0.0101 1.4645- 0.884 0.02 0.22 - 1.802 0.0505 2.121
0.052 1.7888 0.08 0.45 0.106 3.6464 0.101 3.4340.1456 2.9536 0.18 0.74 0.2968 6.0208 0.3333 4.7470.2704 4.68 0.32 1.17 0.5512 9.54 0.808 7.070.416 7.176 0.54 1.78 0.848 14.628 1.414 10.403
0.5824 9.776 0.8 2.37 1.1872 19.928 2.121 15.150.728 12.688 1.04 3.13 1.484 25.864 3.03 20.6040.936 16.484 1.28 3.96 1.908 33.602 3.7774 26.159
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31Nr. 31.2 ly/lx = 2.5
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12272 0.08632 0.04264 0.0208 0.097 0.051 0.0311 0.17784 0.13416 0.08112 0.06344 0.149 0.091 0.051
1.5 0.27664 0.22464 0.182 0.1248 0.187 0.134 0.082 0.34528 0.3016 0.26 0.2028 0.215 0.168 0.096
2.5 0.41496 0.37128 0.33072 0.27456 0.248 0.198 0.1373 0.47008 0.4316 0.3848 0.3432 0.287 0.239 0.1794 0.5824 0.5408 0.5044 0.4576 0.361 0.315 0.2625 0.676 0.6448 0.6032 0.5512 0.43 0.389 0.3386 0.7696 0.7384 0.6968 0.6552 0.498 0.457 0.4127 0.8528 0.8216 0.78 0.728 0.56 0.52 0.4798 0.9048 0.884 0.8424 0.7904 0.61 0.58 0.549 0.9464 0.9256 0.884 0.832 0.66 0.63 0.59
10 0.9776 0.9464 0.9048 0.8528 0.71 0.67 0.63
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.25016 0.17596 0.08692 0.0424 0.2525 0.1919 0.1212 0.05050.023 0.36252 0.27348 0.16536 0.12932 0.3232 0.2626 0.1818 0.09090.038 0.56392 0.45792 0.371 0.2544 0.4242 0.404 0.3434 0.25250.064 0.70384 0.6148 0.53 0.4134 0.5858 0.5656 0.5151 0.4040.096 0.84588 0.75684 0.67416 0.55968 0.7272 0.707 0.6666 0.55550.141 0.95824 0.8798 0.7844 0.6996 0.8585 0.8484 0.808 0.78780.222 1.1872 1.1024 1.0282 0.9328 1.0706 1.0706 1.0201 0.98980.295 1.378 1.3144 1.2296 1.1236 1.2221 1.2221 1.1918 1.15140.37 1.5688 1.5052 1.4204 1.3356 1.3332 1.3332 1.313 1.2726
0.433 1.7384 1.6748 1.59 1.484 1.4241 1.4241 1.414 1.37360.49 1.8444 1.802 1.7172 1.6112 1.4847 1.4847 1.4847 1.45440.54 1.9292 1.8868 1.802 1.696 1.5352 1.5352 1.5352 1.5150.58 1.9928 1.9292 1.8444 1.7384 1.5554 1.5554 1.5554 1.5453
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.01 - - - 0.101- - - 0.01 - - - 0.2828- 0.052 - 0.03 - 0.106 - 0.3535- 0.104 - 0.05 - 0.212 0.0303 0.3535- 0.2808 - 0.13 - 0.5724 0.0808 0.3737
0.312 0.5512 0.05 0.24 0.636 1.1236 0.202 0.8080.832 1.1544 0.13 0.57 1.696 2.3532 0.5555 2.222
1.3 1.8616 0.21 0.83 2.65 3.7948 1.01 4.29251.716 3.016 0.28 1.33 3.498 6.148 1.414 7.6762.08 4.68 0.33 2.03 4.24 9.54 2.02 11.918
2.496 6.552 0.42 2.89 5.088 13.356 2.424 16.3622.86 8.736 0.48 3.82 5.83 17.808 3.03 21.816
3.2448 10.972 0.56 4.85 6.6144 22.366 3.535 26.563
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32Nr. 32.1 ly/lx = 2
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12508 0.08798 0.04346 0.0212 0.09405 0.05346 0.031681 0.18126 0.13674 0.08268 0.06466 0.14652 0.09108 0.05742
1.5 0.24062 0.1908 0.13886 0.13462 0.20097 0.14553 0.080192 0.30634 0.25546 0.212 0.1961 0.25443 0.20394 0.11484
2.5 0.36782 0.3233 0.2809 0.2491 0.29304 0.24552 0.154443 0.424 0.37948 0.34132 0.30846 0.32769 0.28116 0.1984 0.5406 0.49608 0.45686 0.4187 0.39699 0.34848 0.284135 0.636 0.5936 0.5618 0.5088 0.4554 0.41184 0.363336 0.7314 0.6996 0.6572 0.6042 0.5148 0.47718 0.43567 0.8056 0.7738 0.742 0.6678 0.5742 0.5346 0.50498 0.8692 0.848 0.8056 0.7314 0.6336 0.594 0.56439 0.3922 0.8904 0.8586 0.7738 0.6732 0.6435 0.6138
10 0.954 0.9222 0.8798 0.795 0.7227 0.693 0.6435
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.00495 0.2596 0.1826 0.0902 0.044 0.255 0.1938 0.1224 0.0510.0198 0.3762 0.2838 0.1716 0.1342 0.3264 0.2652 0.1836 0.0918
0.04455 0.4994 0.396 0.2882 0.2794 0.4794 0.4386 0.357 0.23460.07821 0.6358 0.5302 0.44 0.407 0.6528 0.6222 0.5508 0.405960.11682 0.7634 0.671 0.583 0.517 0.7752 0.7548 0.7038 0.5610.16434 0.88 0.7876 0.7084 0.6402 0.8874 0.867 0.8262 0.72420.25146 1.122 1.0296 0.9482 0.869 1.071 1.071 1.0302 0.98940.32967 1.32 1.232 1.166 1.056 1.2342 1.2342 1.2036 1.1730.40689 1.518 1.452 1.364 1.254 1.3668 1.3668 1.3362 1.30560.47025 1.672 1.606 1.54 1.386 1.4688 1.4688 1.4484 1.41780.5247 1.804 1.76 1.672 1.518 1.5504 1.5504 1.53 1.49940.5742 0.814 1.848 1.782 1.606 1.6014 1.6014 1.5912 1.56060.6138 1.98 1.914 1.826 1.65 1.6218 1.6218 1.6116 1.5912
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.051- - - - - - - 0.102- 0.053 - 0.0198 - 0.11 - 0.357- 0.212 - 0.0495 - 0.44 - 0.816- 0.477 - 0.1089 - 0.99 0.0102 1.479- 0.901 0.0198 0.2178 - 1.87 0.051 2.142
0.053 1.8232 0.0792 0.4455 0.11 3.784 0.102 3.4680.1484 3.0104 0.1782 0.7326 0.308 6.248 0.3366 4.7940.2756 4.77 0.3168 1.1583 0.572 9.9 0.816 7.140.424 7.314 0.5346 1.7622 0.88 15.18 1.428 10.506
0.5936 9.964 0.792 2.3463 1.232 20.68 2.142 15.30.742 12.932 1.0296 3.0987 1.54 26.84 3.06 20.8080.954 16.801 1.2672 3.9204 1.98 34.87 3.8148 26.418
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32Nr. 32.2 ly/lx = 2
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12508 0.08798 0.04346 0.0212 0.09603 0.05049 0.030691 0.18126 0.13674 0.08268 0.06466 0.14751 0.09009 0.05049
1.5 0.28196 0.22896 0.1855 0.1272 0.18513 0.13266 0.07922 0.35192 0.3074 0.265 0.2067 0.21285 0.16632 0.09504
2.5 0.42294 0.37842 0.33708 0.27984 0.24552 0.19602 0.135633 0.47912 0.4399 0.3922 0.3498 0.28413 0.23661 0.177214 0.5936 0.5512 0.5141 0.4664 0.35739 0.31185 0.259385 0.689 0.6572 0.6148 0.5618 0.4257 0.38511 0.334626 0.7844 0.7526 0.7102 0.6678 0.49302 0.45243 0.407887 0.8692 0.8374 0.795 0.742 0.5544 0.5148 0.474218 0.9222 0.901 0.8586 0.8056 0.6039 0.5742 0.53469 0.9646 0.9434 0.901 0.848 0.6534 0.6237 0.5841
10 0.9964 0.9646 0.9222 0.8692 0.7029 0.6633 0.6237
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.00792 0.2596 0.1826 0.0902 0.044 0.255 0.1938 0.1224 0.0510.02277 0.3762 0.2838 0.1716 0.1342 0.3264 0.2652 0.1836 0.09180.03762 0.5852 0.4752 0.385 0.264 0.4284 0.408 0.3468 0.2550.06336 0.7304 0.638 0.55 0.429 0.5916 0.5712 0.5202 0.4080.09504 0.8778 0.7854 0.6996 0.5808 0.7344 0.714 0.6732 0.5610.13959 0.9944 0.913 0.814 0.726 0.867 0.8568 0.816 0.79560.21978 1.232 1.144 1.067 0.968 1.0812 1.0812 1.0302 0.99960.29205 1.43 1.364 1.276 1.166 1.2342 1.2342 1.2036 1.16280.3663 1.628 1.562 1.474 1.386 1.3464 1.3464 1.326 1.2852
0.42867 1.804 1.738 1.65 1.54 1.4382 1.4382 1.428 1.38720.4851 1.914 1.87 1.782 1.672 1.4994 1.4994 1.4994 1.46880.5346 2.002 1.958 1.87 1.76 1.5504 1.5504 1.5504 1.530.5742 2.068 2.002 1.914 1.804 1.5708 1.5708 1.5708 1.5606
PRINCIPAL
![Page 202: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/202.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.0099 - - - 0.102- - - 0.0099 - - - 0.2856- 0.053 - 0.0297 - 0.11 - 0.357- 0.106 - 0.0495 - 0.22 0.0306 0.357- 0.2862 - 0.1287 - 0.594 0.0816 0.3774
0.318 0.5618 0.0495 0.2376 0.66 1.166 0.204 0.8160.848 1.1766 0.1287 0.5643 1.76 2.442 0.561 2.2441.325 1.8974 0.2079 0.8217 2.75 3.938 1.02 4.3351.749 3.074 0.2772 1.3167 3.63 6.38 1.428 7.7522.12 4.77 0.3267 2.0097 4.4 9.9 2.04 12.036
2.544 6.678 0.4158 2.8611 5.28 13.86 2.448 16.5242.915 8.904 0.4752 3.7818 6.05 18.48 3.06 22.032
3.3072 11.183 0.5544 4.8015 6.864 23.21 3.57 26.826
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33Nr. 33.1 ly/lx = 1.8
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12626 0.08881 0.04387 0.0214 0.09215 0.05238 0.031041 0.18297 0.13803 0.08346 0.06527 0.14356 0.08924 0.05626
1.5 0.24289 0.1926 0.14017 0.13589 0.19691 0.14259 0.078572 0.30923 0.25787 0.214 0.19795 0.24929 0.19982 0.11252
2.5 0.37129 0.32635 0.28355 0.25145 0.28712 0.24056 0.151323 0.428 0.38306 0.34454 0.31137 0.32107 0.27548 0.1944 0.5457 0.50076 0.46117 0.42265 0.38897 0.34144 0.278395 0.642 0.5992 0.5671 0.5136 0.4462 0.40352 0.355996 0.7383 0.7062 0.6634 0.6099 0.5044 0.46754 0.42687 0.8132 0.7811 0.749 0.6741 0.5626 0.5238 0.49478 0.8774 0.856 0.8132 0.7383 0.6208 0.582 0.55299 0.3959 0.8988 0.8667 0.7811 0.6596 0.6305 0.6014
10 0.963 0.9309 0.8881 0.8025 0.7081 0.679 0.6305
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.00485 0.26432 0.18592 0.09184 0.0448 0.255 0.1938 0.1224 0.0510.0194 0.38304 0.28896 0.17472 0.13664 0.3264 0.2652 0.1836 0.0918
0.04365 0.50848 0.4032 0.29344 0.28448 0.4794 0.4386 0.357 0.23460.07663 0.64736 0.53984 0.448 0.4144 0.6528 0.6222 0.5508 0.405960.11446 0.77728 0.6832 0.5936 0.5264 0.7752 0.7548 0.7038 0.5610.16102 0.896 0.80192 0.72128 0.65184 0.8874 0.867 0.8262 0.72420.24638 1.1424 1.04832 0.96544 0.8848 1.071 1.071 1.0302 0.98940.32301 1.344 1.2544 1.1872 1.0752 1.2342 1.2342 1.2036 1.1730.39867 1.5456 1.4784 1.3888 1.2768 1.3668 1.3668 1.3362 1.30560.46075 1.7024 1.6352 1.568 1.4112 1.4688 1.4688 1.4484 1.41780.5141 1.8368 1.792 1.7024 1.5456 1.5504 1.5504 1.53 1.49940.5626 0.8288 1.8816 1.8144 1.6352 1.6014 1.6014 1.5912 1.56060.6014 2.016 1.9488 1.8592 1.68 1.6218 1.6218 1.6116 1.5912
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.051- - - - - - - 0.102- 0.0535 - 0.0194 - 0.112 - 0.357- 0.214 - 0.0485 - 0.448 - 0.816- 0.4815 - 0.1067 - 1.008 0.0102 1.479- 0.9095 0.0194 0.2134 - 1.904 0.051 2.142
0.0535 1.8404 0.0776 0.4365 0.112 3.8528 0.102 3.4680.1498 3.0388 0.1746 0.7178 0.3136 6.3616 0.3366 4.7940.2782 4.815 0.3104 1.1349 0.5824 10.08 0.816 7.140.428 7.383 0.5238 1.7266 0.896 15.456 1.428 10.506
0.5992 10.058 0.776 2.2989 1.2544 21.056 2.142 15.30.749 13.054 1.0088 3.0361 1.568 27.328 3.06 20.8080.963 16.9595 1.2416 3.8412 2.016 35.504 3.8148 26.418
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33Nr. 33.2 ly/lx = 1.8
Mxm 0.0417Mym 0.0069Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12626 0.08881 0.04387 0.0214 0.09409 0.04947 0.030071 0.18297 0.13803 0.08346 0.06527 0.14453 0.08827 0.04947
1.5 0.28462 0.23112 0.18725 0.1284 0.18139 0.12998 0.07762 0.35524 0.3103 0.2675 0.20865 0.20855 0.16296 0.09312
2.5 0.42693 0.38199 0.34026 0.28248 0.24056 0.19206 0.132893 0.48364 0.44405 0.3959 0.3531 0.27839 0.23183 0.173634 0.5992 0.5564 0.51895 0.4708 0.35017 0.30555 0.254145 0.6955 0.6634 0.6206 0.5671 0.4171 0.37733 0.327866 0.7918 0.7597 0.7169 0.6741 0.48306 0.44329 0.399647 0.8774 0.8453 0.8025 0.749 0.5432 0.5044 0.464638 0.9309 0.9095 0.8667 0.8132 0.5917 0.5626 0.52389 0.9737 0.9523 0.9095 0.856 0.6402 0.6111 0.5723
10 1.0058 0.9737 0.9309 0.8774 0.6887 0.6499 0.6111
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.00776 0.26432 0.18592 0.09184 0.0448 0.255 0.1938 0.1224 0.0510.02231 0.38304 0.28896 0.17472 0.13664 0.3264 0.2652 0.1836 0.09180.03686 0.59584 0.48384 0.392 0.2688 0.4284 0.408 0.3468 0.2550.06208 0.74368 0.6496 0.56 0.4368 0.5916 0.5712 0.5202 0.4080.09312 0.89376 0.79968 0.71232 0.59136 0.7344 0.714 0.6732 0.5610.13677 1.01248 0.9296 0.8288 0.7392 0.867 0.8568 0.816 0.79560.21534 1.2544 1.1648 1.0864 0.9856 1.0812 1.0812 1.0302 0.99960.28615 1.456 1.3888 1.2992 1.1872 1.2342 1.2342 1.2036 1.16280.3589 1.6576 1.5904 1.5008 1.4112 1.3464 1.3464 1.326 1.2852
0.42001 1.8368 1.7696 1.68 1.568 1.4382 1.4382 1.428 1.38720.4753 1.9488 1.904 1.8144 1.7024 1.4994 1.4994 1.4994 1.46880.5238 2.0384 1.9936 1.904 1.792 1.5504 1.5504 1.5504 1.530.5626 2.1056 2.0384 1.9488 1.8368 1.5708 1.5708 1.5708 1.5606
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.0097 - - - 0.102- - - 0.0097 - - - 0.2856- 0.0535 - 0.0291 - 0.112 - 0.357- 0.107 - 0.0485 - 0.224 0.0306 0.357- 0.2889 - 0.1261 - 0.6048 0.0816 0.3774
0.321 0.5671 0.0485 0.2328 0.672 1.1872 0.204 0.8160.856 1.1877 0.1261 0.5529 1.792 2.4864 0.561 2.244
1.3375 1.9153 0.2037 0.8051 2.8 4.0096 1.02 4.3351.7655 3.103 0.2716 1.2901 3.696 6.496 1.428 7.752
2.14 4.815 0.3201 1.9691 4.48 10.08 2.04 12.0362.568 6.741 0.4074 2.8033 5.376 14.112 2.448 16.524
2.9425 8.988 0.4656 3.7054 6.16 18.816 3.06 22.0323.3384 11.2885 0.5432 4.7045 6.9888 23.632 3.57 26.826
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34Nr. 34.1 ly/lx = 1.6
Mxm 0.0417Mym 0.0059Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12416 0.08051 0.03977 0.02716 0.084 0.05355 0.024151 0.18624 0.12513 0.07566 0.0679 0.1386 0.09135 0.04935
1.5 0.24056 0.194 0.14065 0.12416 0.18375 0.14385 0.087152 0.30555 0.26384 0.2134 0.17945 0.2394 0.2016 0.1302
2.5 0.3686 0.32689 0.27451 0.25123 0.28455 0.25515 0.18063 0.4365 0.388 0.3395 0.3201 0.33285 0.3024 0.227854 0.5432 0.4947 0.4559 0.4462 0.41055 0.3843 0.31295 0.6305 0.5917 0.5432 0.5432 0.4767 0.45675 0.38226 0.7178 0.6693 0.6402 0.6402 0.546 0.5229 0.450457 0.7857 0.7469 0.7081 0.7178 0.5985 0.5775 0.517658 0.8439 0.8245 0.776 0.7954 0.651 0.6405 0.5679 0.9021 0.8827 0.8342 0.8633 0.693 0.6825 0.6195
10 0.9506 0.9409 0.8924 0.9312 0.735 0.714 0.672
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02415 0.30555 0.19885 0.1261 0.07275 0.20758 0.18818 0.12125 0.06790.04935 0.3977 0.2716 0.17945 0.097 0.291 0.2522 0.1843 0.21340.0714 0.4947 0.3977 0.291 0.2134 0.4559 0.42195 0.3686 0.36860.0966 0.6208 0.5335 0.4656 0.3298 0.6208 0.6014 0.5626 0.51410.1281 0.7663 0.679 0.6014 0.47821 0.7663 0.7566 0.7178 0.6596
0.17955 0.97 0.8633 0.7663 0.6208 0.8924 0.8827 0.8536 0.79540.273 1.2998 1.2028 1.0476 0.9021 1.0767 1.067 1.0476 1.0088
0.3507 1.5714 1.455 1.2998 1.1058 1.2125 1.2125 1.1834 1.15430.42105 1.7557 1.6393 1.4744 1.2804 1.3289 1.3289 1.3095 1.29010.48405 1.9206 1.8042 1.6393 1.4453 1.4162 1.4162 1.3968 1.3774
0.546 2.0564 1.9594 1.7848 1.5908 1.4744 1.4744 1.4744 1.4550.5985 2.1728 2.0952 1.9303 1.7266 1.5423 1.5423 1.5423 1.53260.651 2.2795 2.2116 2.0467 1.8527 1.5811 1.5811 1.5811 1.5811
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - - - - - 0.0776- 0.0194 - 0.0105 - 0 - 0.194- 0.0485 - 0.0315 - 0.0291 - 0.4074- 0.1746 - 0.0735 - 0.0776 - 0.6887- 0.4365 0.021 0.168 0.0485 0.1455 0.097 1.164
0.0291 1.261 0.042 0.399 0.097 0.485 0.2425 2.3280.0582 2.6093 0.105 0.8085 0.2134 1.2804 0.5238 4.06430.194 4.268 0.168 1.4175 0.3395 2.619 1.067 7.0810.291 6.208 0.294 2.1315 0.582 4.268 1.8915 10.282
0.4365 8.439 0.4725 2.961 0.873 6.111 2.716 14.1620.5141 10.767 0.6825 3.822 1.164 8.051 3.686 18.430.6402 13.289 1.113 4.7775 1.552 10.185 4.6657 22.9017
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34Nr. 34.2 ly/lx = 1.6
Mxm 0.0417Mym 0.0059Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1455 0.1164 0.08245 0.0679 0.1008 0.0525 0.024151 0.18042 0.1358 0.1067 0.1067 0.1554 0.10815 0.0609
1.5 0.3007 0.22698 0.19885 0.18915 0.19215 0.147 0.09242 0.3589 0.31525 0.25705 0.2328 0.2289 0.17955 0.12495
2.5 0.41904 0.37345 0.31719 0.27742 0.26355 0.2184 0.15543 0.485 0.4365 0.38024 0.3589 0.3066 0.2625 0.19954 0.5917 0.5432 0.485 0.485 0.3801 0.33915 0.278255 0.679 0.6305 0.582 0.5723 0.44835 0.4074 0.349656 0.7566 0.7081 0.6693 0.6596 0.5124 0.46935 0.427 0.8245 0.776 0.7275 0.7372 0.567 0.525 0.48098 0.8827 0.8439 0.7954 0.7857 0.6195 0.588 0.5469 0.9312 0.9021 0.8536 0.8536 0.672 0.6405 0.588
10 0.9797 0.9603 0.9021 0.9118 0.714 0.6825 0.6405
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.021 0.2813 0.2037 0.12125 0.12125 0.2425 0.1843 0.1552 0.07760.0588 0.4171 0.3201 0.2134 0.2134 0.3104 0.2716 0.194 0.1940.0777 0.5335 0.4074 0.3007 0.2716 0.4074 0.3977 0.3298 0.32980.0924 0.6693 0.5432 0.4365 0.3492 0.582 0.582 0.4268 0.42680.1092 0.7954 0.6984 0.6014 0.47045 0.7372 0.7372 0.679 0.5723
0.15225 0.97 0.8633 0.7566 0.6208 0.8827 0.8827 0.8245 0.75660.24045 1.2416 1.1252 1.0088 0.873 1.0864 1.0864 1.0379 1.00880.3171 1.455 1.3386 1.2222 1.0864 1.2319 1.2319 1.1834 1.164
0.38745 1.649 1.5326 1.3968 1.2804 1.3386 1.3386 1.2901 1.28040.45255 1.8139 1.6878 1.552 1.4356 1.4162 1.4162 1.3774 1.37740.51135 1.9691 1.843 1.6975 1.5811 1.4744 0.5044 1.4356 1.4356
0.567 2.1049 1.9788 1.8236 1.7072 1.5326 1.5326 1.4938 1.49380.609 2.231 2.1049 1.94 1.746 1.5617 1.5617 1.5423 1.5326
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - 0.0105 - 0.0194 - -- 0.0291 - 0.021 - 0.0776 - -- 0.0776 - 0.063 - 0.1455 - 0.097- 0.1261 - 0.1155 - 0.2716 - 0.1746
0.1164 0.4074 0.021 0.21 - 0.388 0.2134 0.3880.388 1.2707 0.0735 0.567 0.0776 0.97 0.582 1.843
0.7275 1.6684 0.1365 91.35 0.1358 1.843 0.8245 3.94791.1252 3.007 0.2205 1.554 0.291 3.686 1.358 7.1781.6005 4.5105 0.3255 2.3415 0.6014 5.8685 1.746 10.8642.1146 6.1595 0.4305 3.192 0.97 8.4875 2.231 15.1322.716 8.051 0.546 4.1685 1.455 11.3975 2.716 19.885
3.3562 9.9425 0.672 5.1765 2.2504 14.453 3.0167 24.735
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35Nr. 35.1 ly/lx = 1.4
Mxm 0.0417Mym 0.0059Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12544 0.08134 0.04018 0.02744 0.0824 0.05253 0.023691 0.18816 0.12642 0.07644 0.0686 0.13596 0.08961 0.04841
1.5 0.24304 0.196 0.1421 0.12544 0.18025 0.14111 0.085492 0.3087 0.26656 0.2156 0.1813 0.23484 0.19776 0.12772
2.5 0.3724 0.33026 0.27734 0.25382 0.27913 0.25029 0.177163 0.441 0.392 0.343 0.3234 0.32651 0.29664 0.223514 0.5488 0.4998 0.4606 0.4508 0.40273 0.37698 0.306945 0.637 0.5978 0.5488 0.5488 0.46762 0.44805 0.374926 0.7252 0.6762 0.6468 0.6468 0.5356 0.51294 0.441877 0.7938 0.7546 0.7154 0.7252 0.5871 0.5665 0.507798 0.8526 0.833 0.784 0.8036 0.6386 0.6283 0.55629 0.9114 0.8918 0.8428 0.8722 0.6798 0.6695 0.6077
10 0.9604 0.9506 0.9016 0.9408 0.721 0.7004 0.6592
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02369 0.3087 0.2009 0.1274 0.0735 0.20972 0.19012 0.1225 0.06860.04841 0.4018 0.2744 0.1813 0.098 0.294 0.2548 0.1862 0.21560.07004 0.4998 0.4018 0.294 0.2156 0.4606 0.4263 0.3724 0.37240.09476 0.6272 0.539 0.4704 0.3332 0.6272 0.6076 0.5684 0.51940.12566 0.7742 0.686 0.6076 0.48314 0.7742 0.7644 0.7252 0.66640.17613 0.98 0.8722 0.7742 0.6272 0.9016 0.8918 0.8624 0.80360.2678 1.3132 1.2152 1.0584 0.9114 1.0878 1.078 1.0584 1.0192
0.34402 1.5876 1.47 1.3132 1.1172 1.225 1.225 1.1956 1.16620.41303 1.7738 1.6562 1.4896 1.2936 1.3426 1.3426 1.323 1.30340.47483 1.9404 1.8228 1.6562 1.4602 1.4308 1.4308 1.4112 1.39160.5356 2.0776 1.9796 1.8032 1.6072 1.4896 1.4896 1.4896 1.470.5871 2.1952 2.1168 1.9502 1.7444 1.5582 1.5582 1.5582 1.54840.6386 2.303 2.2344 2.0678 1.8718 1.5974 1.5974 1.5974 1.5974
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - - - - - 0.0784- 0.0196 - 0.0103 - 0 - 0.196- 0.049 - 0.0309 - 0.0294 - 0.4116- 0.1764 - 0.0721 - 0.0784 - 0.6958- 0.441 0.0206 0.1648 0.049 0.147 0.098 1.176
0.0294 1.274 0.0412 0.3914 0.098 0.49 0.245 2.3520.0588 2.6362 0.103 0.7931 0.2156 1.2936 0.5292 4.10620.196 4.312 0.1648 1.3905 0.343 2.646 1.078 7.1540.294 6.272 0.2884 2.0909 0.588 4.312 1.911 10.3880.441 8.526 0.4635 2.9046 0.882 6.174 2.744 14.308
0.5194 10.878 0.6695 3.7492 1.176 8.134 3.724 18.620.6468 13.426 1.0918 4.6865 1.568 10.29 4.7138 23.1378
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35Nr. 35.2 ly/lx = 1.4
Mxm 0.0417Mym 0.0059Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.147 0.1176 0.0833 0.0686 0.09888 0.0515 0.023691 0.18228 0.1372 0.1078 0.1078 0.15244 0.10609 0.05974
1.5 0.3038 0.22932 0.2009 0.1911 0.18849 0.1442 0.090642 0.3626 0.3185 0.2597 0.2352 0.22454 0.17613 0.12257
2.5 0.42336 0.3773 0.32046 0.28028 0.25853 0.21424 0.152443 0.49 0.441 0.38416 0.3626 0.30076 0.2575 0.19574 0.5978 0.5488 0.49 0.49 0.37286 0.33269 0.272955 0.686 0.637 0.588 0.5782 0.43981 0.39964 0.342996 0.7644 0.7154 0.6762 0.6664 0.50264 0.46041 0.4127 0.833 0.784 0.735 0.7448 0.5562 0.515 0.471748 0.8918 0.8526 0.8036 0.7938 0.6077 0.5768 0.53569 0.9408 0.9114 0.8624 0.8624 0.6592 0.6283 0.5768
10 0.9898 0.9702 0.9114 0.9212 0.7004 0.6695 0.6283
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0206 0.2842 0.2058 0.1225 0.1225 0.245 0.1862 0.1568 0.07840.05768 0.4214 0.3234 0.2156 0.2156 0.3136 0.2744 0.196 0.1960.07622 0.539 0.4116 0.3038 0.2744 0.4116 0.4018 0.3332 0.33320.09064 0.6762 0.5488 0.441 0.3528 0.588 0.588 0.4312 0.43120.10712 0.8036 0.7056 0.6076 0.4753 0.7448 0.7448 0.686 0.57820.14935 0.98 0.8722 0.7644 0.6272 0.8918 0.8918 0.833 0.76440.23587 1.2544 1.1368 1.0192 0.882 1.0976 1.0976 1.0486 1.01920.31106 1.47 1.3524 1.2348 1.0976 1.2446 1.2446 1.1956 1.1760.38007 1.666 1.5484 1.4112 1.2936 1.3524 1.3524 1.3034 1.29360.44393 1.8326 1.7052 1.568 1.4504 1.4308 1.4308 1.3916 1.39160.50161 1.9894 1.862 1.715 1.5974 1.4896 0.5096 1.4504 1.45040.5562 2.1266 1.9992 1.8424 1.7248 1.5484 1.5484 1.5092 1.50920.5974 2.254 2.1266 1.96 1.764 1.5778 1.5778 1.5582 1.5484
PRINCIPAL
![Page 220: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/220.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - 0.0103 - 0.0196 - -- 0.0294 - 0.0206 - 0.0784 - -- 0.0784 - 0.0618 - 0.147 - 0.098- 0.1274 - 0.1133 - 0.2744 - 0.1764
0.1176 0.4116 0.0206 0.206 - 0.392 0.2156 0.3920.392 1.2838 0.0721 0.5562 0.0784 0.98 0.588 1.8620.735 1.6856 0.1339 89.61 0.1372 1.862 0.833 3.9886
1.1368 3.038 0.2163 1.5244 0.294 3.724 1.372 7.2521.617 4.557 0.3193 2.2969 0.6076 5.929 1.764 10.976
2.1364 6.223 0.4223 3.1312 0.98 8.575 2.254 15.2882.744 8.134 0.5356 4.0891 1.47 11.515 2.744 20.09
3.3908 10.045 0.6592 5.0779 2.2736 14.602 3.0478 24.99
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36Nr. 36.1 ly/lx = 1.2
Mxm 0.0417Mym 0.0059Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.128 0.083 0.041 0.028 0.08 0.051 0.0231 0.192 0.129 0.078 0.07 0.132 0.087 0.047
1.5 0.248 0.2 0.145 0.128 0.175 0.137 0.0832 0.315 0.272 0.22 0.185 0.228 0.192 0.124
2.5 0.38 0.337 0.283 0.259 0.271 0.243 0.1723 0.45 0.4 0.35 0.33 0.317 0.288 0.2174 0.56 0.51 0.47 0.46 0.391 0.366 0.2985 0.65 0.61 0.56 0.56 0.454 0.435 0.3646 0.74 0.69 0.66 0.66 0.52 0.498 0.4297 0.81 0.77 0.73 0.74 0.57 0.55 0.4938 0.87 0.85 0.8 0.82 0.62 0.61 0.549 0.93 0.91 0.86 0.89 0.66 0.65 0.59
10 0.98 0.97 0.92 0.96 0.7 0.68 0.64
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0.023 0.315 0.205 0.13 0.075 0.214 0.194 0.125 0.070.047 0.41 0.28 0.185 0.1 0.3 0.26 0.19 0.220.068 0.51 0.41 0.3 0.22 0.47 0.435 0.38 0.380.092 0.64 0.55 0.48 0.34 0.64 0.62 0.58 0.530.122 0.79 0.7 0.62 0.493 0.79 0.78 0.74 0.680.171 1 0.89 0.79 0.64 0.92 0.91 0.88 0.82
0.26 1.34 1.24 1.08 0.93 1.11 1.1 1.08 1.040.334 1.62 1.5 1.34 1.14 1.25 1.25 1.22 1.190.401 1.81 1.69 1.52 1.32 1.37 1.37 1.35 1.330.461 1.98 1.86 1.69 1.49 1.46 1.46 1.44 1.42
0.52 2.12 2.02 1.84 1.64 1.52 1.52 1.52 1.50.57 2.24 2.16 1.99 1.78 1.59 1.59 1.59 1.580.62 2.35 2.28 2.11 1.91 1.63 1.63 1.63 1.63
PRINCIPAL
![Page 223: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/223.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - - - - - 0.08- 0.02 - 0.01 - - 0.2- 0.05 - 0.03 - 0.03 - 0.42- 0.18 - 0.07 - 0.08 - 0.71- 0.45 0.02 0.16 0.05 0.15 0.1 1.2
0.03 1.3 0.04 0.38 0.1 0.5 0.25 2.40.06 2.69 0.1 0.77 0.22 1.32 0.54 4.190.2 4.4 0.16 1.35 0.35 2.7 1.1 7.30.3 6.4 0.28 2.03 0.6 4.4 1.95 10.6
0.45 8.7 0.45 2.82 0.9 6.3 2.8 14.60.53 11.1 0.65 3.64 1.2 8.3 3.8 190.66 13.7 1.06 4.55 1.6 10.5 4.81 23.61
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36Nr. 36.2 ly/lx = 1.2
Mxm 0.0417Mym 0.0059Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.15 0.12 0.085 0.07 0.096 0.05 0.0231 0.186 0.14 0.11 0.11 0.148 0.103 0.058
1.5 0.31 0.234 0.205 0.195 0.183 0.14 0.0882 0.37 0.325 0.265 0.24 0.218 0.171 0.119
2.5 0.432 0.385 0.327 0.286 0.251 0.208 0.1483 0.5 0.45 0.392 0.37 0.292 0.25 0.194 0.61 0.56 0.5 0.5 0.362 0.323 0.2655 0.7 0.65 0.6 0.59 0.427 0.388 0.3336 0.78 0.73 0.69 0.68 0.488 0.447 0.47 0.85 0.8 0.75 0.76 0.54 0.5 0.4588 0.91 0.87 0.82 0.81 0.59 0.56 0.529 0.96 0.93 0.88 0.88 0.64 0.61 0.56
10 1.01 0.99 0.93 0.94 0.68 0.65 0.61
![Page 225: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/225.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.29 0.21 0.125 0.125 0.25 0.19 0.16 0.080.056 0.43 0.33 0.22 0.22 0.32 0.28 0.2 0.20.074 0.55 0.42 0.31 0.28 0.42 0.41 0.34 0.340.088 0.69 0.56 0.45 0.36 0.6 0.6 0.44 0.440.104 0.82 0.72 0.62 0.485 0.76 0.76 0.7 0.590.145 1 0.89 0.78 0.64 0.91 0.91 0.85 0.780.229 1.28 1.16 1.04 0.9 1.12 1.12 1.07 1.040.302 1.5 1.38 1.26 1.12 1.27 1.27 1.22 1.20.369 1.7 1.58 1.44 1.32 1.38 1.38 1.33 1.320.431 1.87 1.74 1.6 1.48 1.46 1.46 1.42 1.420.487 2.03 1.9 1.75 1.63 1.52 0.52 1.48 1.48
0.54 2.17 2.04 1.88 1.76 1.58 1.58 1.54 1.540.58 2.3 2.17 2 1.8 1.61 1.61 1.59 1.58
PRINCIPAL
![Page 226: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/226.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - 0.01 - 0.02 - -- 0.03 - 0.02 - 0.08 - -- 0.08 - 0.06 - 0.15 - 0.1- 0.13 - 0.11 - 0.28 - 0.18
0.12 0.42 0.02 0.2 - 0.4 0.22 0.40.4 1.31 0.07 0.54 0.08 1 0.6 1.9
0.75 1.72 0.13 87 0.14 1.9 0.85 4.071.16 3.1 0.21 1.48 0.3 3.8 1.4 7.41.65 4.65 0.31 2.23 0.62 6.05 1.8 11.22.18 6.35 0.41 3.04 1 8.75 2.3 15.62.8 8.3 0.52 3.97 1.5 11.75 2.8 20.5
3.46 10.25 0.64 4.93 2.32 14.9 3.11 25.5
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37Nr. 37.1 ly/lx = 1
Mxm 0.0417Mym 0.0052Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.13 0.085 0.05 0.05 0.076 0.049 0.0221 0.193 0.14 0.9 0.9 0.111 0.77 0.41
1.5 0.252 0.208 0.145 0.14 0.15 0.111 0.662 0.32 0.282 0.22 0.208 0.193 0.155 0.103
2.5 0.4 0.346 0.305 0.289 0.238 0.199 0.1443 0.49 0.426 0.389 0.36 0.277 0.242 0.2064 0.61 0.55 0.51 0.472 0.343 0.312 0.2865 0.7 0.65 0.6 0.57 0.403 0.37 0.3436 0.78 0.73 0.69 0.65 0.455 0.423 0.3937 0.84 0.8 0.75 0.75 0.5 0.467 0.4318 0.9 0.86 0.82 0.82 0.54 0.478 0.4669 0.95 0.92 0.87 0.87 0.59 0.51 0.5
10 2.3 2.17 2 1.8 1.61 1.61 1.59
![Page 228: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/228.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0.022 0.32 0.21 0.13 0.11 0.215 0.196 0.16 0.16
0.41 0.41 0.28 0.19 0.19 0.3 0.28 0.2 0.240.61 0.52 0.4 0.31 0.265 0.5 0.4 0.32 0.36
0.9 0.66 0.56 0.485 0.375 0.71 0.54 0.46 0.520.11 0.83 0.76 0.66 0.52 0.86 0.71 0.65 0.69
0.176 1.08 1 0.83 0.69 0.98 0.88 0.84 0.840.26 1.43 1.32 1.09 0.97 1.16 1.12 1.1 1.07
0.319 1.67 1.54 1.3 1.19 1.28 1.28 1.27 1.230.366 1.83 1.74 1.5 1.39 1.4 1.4 1.4 1.350.405 2 1.9 1.68 1.56 1.49 1.49 1.49 1.450.437 2.14 2.03 1.84 1.72 1.56 1.56 1.56 1.530.467 2.26 2.16 1.99 1.86 1.62 1.62 1.62 1.6
1.58 2.36 2.27 2.12 2 1.67 1.67 1.67 1.66
PRINCIPAL
![Page 229: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/229.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- - - - - - - 0.5- 0.1 - 0.03 - - - 0.15- 0.22 - 0.06 - - - 0.4- 0.39 - 0.13 - 0.05 - 0.65- 0.67 0.01 0.17 0.05 0.2 0.05 1
0.02 1.45 0.03 0.36 0.2 0.68 0.25 20.05 2.64 0.11 0.63 0.28 1.55 0.6 3.850.1 4.2 0.24 1.12 0.46 3 1.15 6.9
0.19 6 0.39 1.73 0.72 4.6 1.6 10.40.3 8 0.56 2.44 1.05 6.4 2 14.40.5 10.2 0.76 3.22 1.3 8.3 3 18.8
2.32 14.9 3.11 25.5 1.9 10.3 4.16 23.5
![Page 230: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/230.jpg)
37Nr. 37.2 ly/lx = 1
Mxm 0.0417Mym 0.0052Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.17 0.12 0.085 0.08 0.079 0.05 0.0271 0.203 0.15 0.13 0.13 0.113 0.76 0.47
1.5 0.323 0.256 0.228 0.205 0.141 0.104 0.672 0.4 0.348 0.3 0.256 0.17 0.131 0.88
2.5 0.45 0.4 0.346 0.316 0.21 0.164 0.1153 0.54 0.473 0.42 0.4 0.251 0.204 0.1544 0.67 0.59 0.54 0.52 0.323 0.275 0.2235 0.75 0.68 0.63 0.61 0.379 0.334 0.2826 0.82 0.75 0.71 0.69 0.435 0.391 0.3337 0.88 0.82 0.79 0.76 0.49 0.444 0.3918 0.92 0.88 0.85 0.82 0.53 0.485 0.4399 0.96 0.93 0.9 0.87 0.57 0.53 0.478
10 0.99 0.98 0.96 0.92 0.6 0.57 0.51
![Page 231: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/231.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0.028 0.34 0.22 0.16 0.16 0.24 0.205 0.16 0.11
0.49 0.46 0.32 0.24 0.23 0.293 0.266 0.2 0.20.65 0.52 0.4 0.3 0.275 0.42 0.385 0.32 0.3450.76 0.65 0.52 0.425 0.35 0.6 0.56 0.5 0.470.95 0.81 0.7 0.6 0.5 0.79 0.76 0.72 0.63
0.138 1.01 0.91 0.8 0.69 0.94 0.92 0.89 0.820.201 1.31 1.21 1.09 0.98 1.14 1.13 1.12 1.06
0.26 1.54 1.44 1.3 1.2 1.29 1.29 1.28 1.240.317 1.74 1.63 1.49 1.4 1.39 1.39 1.38 1.35
0.37 1.9 1.8 1.65 1.56 1.48 1.48 1.47 1.440.418 2.05 1.94 1.79 1.7 1.54 1.54 1.54 1.520.459 2.19 2.08 1.92 1.84 1.6 1.6 1.6 1.580.492 2.31 2.2 2.04 1.96 1.64 1.64 1.64 1.62
PRINCIPAL
![Page 232: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/232.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.02 - 0.01 - - -- 0.1 - 0.03 - 0.5 - 0.1- 0.2 - 0.1 - 0.15 - 0.2- 0.27 - 0.11 - 0.33 - 0.35
0.16 0.4 0.02 0.19 0.02 0.5 0.08 0.60.41 0.8 0.05 0.41 0.1 1 0.25 20.76 1.42 0.1 0.71 0.14 1.9 0.7 4.051.15 2.6 0.16 1.2 0.3 3.4 1.2 7.41.6 4.1 0.22 1.82 0.55 5.3 1.6 11.12.1 5.78 0.29 2.55 0.86 7.5 2 152.7 7.68 0.37 3.36 1.3 10 2.5 20.2
3.37 9.65 0.46 4.23 1.73 12.65 2.94 25.3
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38Nr. 38.1 ly/lx = 0.8
Mxm 0.0417Mym 0.0045Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.135 0.1 0.1 0.066 0.073 0.04 0.0271 0.214 0.161 0.16 0.113 0.11 0.071 0.047
1.5 0.285 0.226 0.22 0.18 0.144 0.101 0.0632 0.34 0.3 0.295 0.268 0.189 0.139 0.092
2.5 0.405 0.38 0.36 0.337 0.226 0.174 0.1193 0.495 0.46 0.43 0.4 0.258 0.207 0.1494 0.64 0.6 0.54 0.51 0.318 0.268 0.2075 0.74 0.7 0.64 0.61 0.367 0.318 0.2546 0.84 0.8 0.73 0.7 0.417 0.354 0.3017 0.91 0.87 0.8 0.77 0.46 0.413 0.3458 0.98 0.94 0.88 0.84 0.51 0.458 0.3899 1.03 1 0.94 0.91 0.55 0.51 0.434
10 1.08 1.04 1 0.96 0.59 0.54 0.476
![Page 234: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/234.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.023 0.34 0.22 0.14 0.14 0.23 0.218 0.16 0.1620.041 0.455 0.32 0.23 0.23 0.342 0.3 0.27 0.270.055 0.55 0.44 0.34 0.3 0.52 0.4 0.355 0.350.073 0.68 0.61 0.5 0.42 0.73 0.57 0.51 0.50.097 0.84 0.79 0.66 0.54 0.89 0.75 0.71 0.70.128 1.08 0.96 0.84 0.74 1.04 0.97 0.95 0.930.186 1.43 1.28 1.14 1.03 1.23 1.22 1.21 1.180.235 1.7 1.51 1.37 1.25 1.37 1.37 1.37 1.350.281 1.92 1.74 1.58 1.46 1.48 1.47 1.47 1.450.324 2.09 1.91 1.76 1.62 1.56 1.55 1.54 1.530.368 2.23 2.07 1.92 1.78 1.63 1.61 1.61 1.60.41 2.35 2.21 2.04 1.9 1.68 1.67 1.66 1.66
0.453 2.43 2.33 2.16 2 1.71 1.71 1.71 1.7
PRINCIPAL
![Page 235: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/235.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.02 - - - - - 0.02- 0.05 - 0.01 - - - 0.08- 0.11 - 0.02 - - - 0.2- 0.2 - 0.03 - 0.02 - 0.4- 0.38 - 0.05 - 0.04 0.01 0.6- 0.66 0.02 0.12 0.08 0.15 0.02 1.05
0.04 0.15 0.04 0.29 0.15 0.65 0.25 2.10.08 2.51 0.06 0.47 0.24 1.36 0.56 3.730.18 4.05 0.15 0.74 0.54 2.62 1 6.20.3 6 0.28 1.04 0.95 4.23 1.8 9.8
0.46 8.3 0.44 1.37 1.42 6.06 2.6 140.62 10.63 0.6 1.76 1.86 8.1 3.55 180.87 13.29 0.79 2.14 2.31 10.654 4.52 23.18
![Page 236: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/236.jpg)
38Nr. 38.2 ly/lx = 0.8
Mxm 0.0417Mym 0.0045Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.175 0.125 0.105 1.085 0.073 0.042 0.0271 0.245 0.185 0.17 0.155 0.112 0.073 0.046
1.5 0.27 0.25 0.21 0.148 0.103 0.0762 0.43 0.368 0.348 0.325 0.18 0.134 0.091
2.5 0.51 0.455 0.425 0.416 0.215 0.162 0.1173 0.58 0.53 0.51 0.5 0.232 0.19 0.1444 0.69 0.66 0.64 0.63 0.28 0.243 0.1985 0.78 0.77 0.74 0.72 0.332 293 0.2386 0.87 0.85 0.82 0.81 0.38 343 0.2967 0.94 0.92 0.89 0.87 0.428 389 0.3418 1 0.98 0.94 0.92 0.475 433 0.3849 1.05 1.03 0.99 0.96 0.52 481 0.431
10 1.09 1.07 1.03 1 0.56 0.51 0.476
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L0.022 0.37 0.233 0.165 0.165 0.245 0.215 0.165 0.1280.042 0.47 0.335 0.245 0.235 0.295 0.27 0.255 0.2480.058 0.59 0.46 0.33 0.3 0.43 0.428 0.415 0.4060.071 0.7 0.58 0.435 0.38 0.62 0.62 0.61 0.610.089 0.83 0.69 0.56 0.5 0.81 0.79 0.79 0.790.121 1.02 0.87 0.72 0.68 1.04 1.03 1.02 0.950.175 1.33 1.16 0.99 0.98 1.27 1.26 1.25 1.160.222 1.57 1.39 1.2 1.2 1.41 1.4 1.39 1.310.267 1.78 1.6 1.41 1.41 1.49 1.48 1.47 1.410.308 1.95 1.78 1.6 1.58 1.55 1.55 1.54 1.490.349 2.1 1.95 1.76 1.72 1.61 1.61 1.59 1.56
0.39 2.22 2.1 1.91 1.86 1.65 1.65 1.64 1.620.429 2.33 2.22 2.04 1.96 1.69 1.69 1.68 1.67
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - 0.01 - -- - - - - 0.03 - -- 0.1 - 0.03 - 0.06 - 0.03- 0.2 - 0.06 - 0.15 - 0.18- 0.26 - 0.09 - 0.29 - 0.26
0.03 0.46 0.01 0.16 0.02 0.5 0.2 0.70.25 1.03 0.02 0.38 0.08 1.15 0.4 2.050.58 1.85 0.06 0.7 0.15 1.94 0.56 3.98
1 3.1 0.11 1.16 0.35 3.2 1 71.4 4.7 0.15 1.7 0.73 4.9 1.4 10.981.9 6.7 0.21 2.25 1.12 6.8 2 15.32.4 8.7 0.26 2.84 1.5 9 2.4 19.6
2.92 10.72 0.32 3.42 1.94 11.55 2.9 24.55
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39Nr. 39.1 ly/lx = 0.5
Mxm 0.0417Mym 0.0045Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2025 0.15 0.15 0.099 0.04745 0.026 0.017551 0.321 0.2415 0.24 0.1695 0.0715 0.04615 0.03055
1.5 0.4275 0.339 0.33 0.27 0.0936 0.06565 0.040952 0.51 0.45 0.4425 0.402 0.12285 0.09035 0.0598
2.5 0.6075 0.57 0.54 0.5055 0.1469 0.1131 0.077353 0.7425 0.69 0.645 0.6 0.1677 0.13455 0.096854 0.96 0.9 0.81 0.765 0.2067 0.1742 0.134555 1.11 1.05 0.96 0.915 0.23855 0.2067 0.16516 1.26 1.2 1.095 1.05 0.27105 0.2301 0.195657 1.365 1.305 1.2 1.155 0.299 0.26845 0.224258 1.47 1.41 1.32 1.26 0.3315 0.2977 0.252859 1.545 1.5 1.41 1.365 0.3575 0.3315 0.2821
10 1.62 1.56 1.5 1.44 0.3835 0.351 0.3094
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.01495 0.408 0.264 0.168 0.168 0.345 0.327 0.24 0.2430.02665 0.546 0.384 0.276 0.276 0.513 0.45 0.405 0.4050.03575 0.66 0.528 0.408 0.36 0.78 0.6 0.5325 0.5250.04745 0.816 0.732 0.6 0.504 1.095 0.855 0.765 0.750.06305 1.008 0.948 0.792 0.648 1.335 1.125 1.065 1.050.0832 1.296 1.152 1.008 0.888 1.56 1.455 1.425 1.3950.1209 1.716 1.536 1.368 1.236 1.845 1.83 1.815 1.77
0.15275 2.04 1.812 1.644 1.5 2.055 2.055 2.055 2.0250.18265 2.304 2.088 1.896 1.752 2.22 2.205 2.205 2.1750.2106 2.508 2.292 2.112 1.944 2.34 2.325 2.31 2.2950.2392 2.676 2.484 2.304 2.136 2.445 2.415 2.415 2.40.2665 2.82 2.652 2.448 2.28 2.52 2.505 2.49 2.49
0.29445 2.916 2.796 2.592 2.4 2.565 2.565 2.565 2.55
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.03 - - - - - 0.03- 0.075 - 0.0065 - - - 0.12- 0.165 - 0.013 - - - 0.3- 0.3 - 0.0195 - 0.024 - 0.6- 0.57 - 0.0325 - 0.048 0.015 0.9- 0.99 0.013 0.078 0.096 0.18 0.03 1.575
0.06 0.225 0.026 0.1885 0.18 0.78 0.375 3.150.12 3.765 0.039 0.3055 0.288 1.632 0.84 5.5950.27 6.075 0.0975 0.481 0.648 3.144 1.5 9.30.45 9 0.182 0.676 1.14 5.076 2.7 14.70.69 12.45 0.286 0.8905 1.704 7.272 3.9 210.93 15.945 0.39 1.144 2.232 9.72 5.325 27
1.305 19.935 0.5135 1.391 2.772 12.7848 6.78 34.77
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39Nr. 39.2 ly/lx = 0.5
Mxm 0.0417Mym 0.0045Mxr 0.0417Mxe 0.0833
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2625 0.1875 0.1575 1.6275 0.04745 0.0273 0.017551 0.3675 0.2775 0.255 0.2325 0.0728 0.04745 0.0299
1.5 0 0.405 0.375 0.315 0.0962 0.06695 0.04942 0.645 0.552 0.522 0.4875 0.117 0.0871 0.05915
2.5 0.765 0.6825 0.6375 0.624 0.13975 0.1053 0.076053 0.87 0.795 0.765 0.75 0.1508 0.1235 0.09364 1.035 0.99 0.96 0.945 0.182 0.15795 0.12875 1.17 1.155 1.11 1.08 0.2158 190.45 0.15476 1.305 1.275 1.23 1.215 0.247 222.95 0.19247 1.41 1.38 1.335 1.305 0.2782 252.85 0.221658 1.5 1.47 1.41 1.38 0.30875 281.45 0.24969 1.575 1.545 1.485 1.44 0.338 312.65 0.28015
10 1.635 1.605 1.545 1.5 0.364 0.3315 0.3094
,
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Mym in Plattenmitte Mxr in Mitte des freien Randes Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0143 0.444 0.2796 0.198 0.198 0.3675 0.3225 0.2475 0.1920.0273 0.564 0.402 0.294 0.282 0.4425 0.405 0.3825 0.3720.0377 0.708 0.552 0.396 0.36 0.645 0.642 0.6225 0.609
0.04615 0.84 0.696 0.522 0.456 0.93 0.93 0.915 0.9150.05785 0.996 0.828 0.672 0.6 1.215 1.185 1.185 1.1850.07865 1.224 1.044 0.864 0.816 1.56 1.545 1.53 1.4250.11375 1.596 1.392 1.188 1.176 1.905 1.89 1.875 1.740.1443 1.884 1.668 1.44 1.44 2.115 2.1 2.085 1.965
0.17355 2.136 1.92 1.692 1.692 2.235 2.22 2.205 2.1150.2002 2.34 2.136 1.92 1.896 2.325 2.325 2.31 2.235
0.22685 2.52 2.34 2.112 2.064 2.415 2.415 2.385 2.340.2535 2.664 2.52 2.292 2.232 2.475 2.475 2.46 2.43
0.27885 2.796 2.664 2.448 2.352 2.535 2.535 2.52 2.505
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - 0.012 - -- - - - - 0.036 - -- 0.15 - 0.0195 - 0.072 - 0.045- 0.3 - 0.039 - 0.18 - 0.27- 0.39 - 0.0585 - 0.348 - 0.39
0.045 0.69 0.0065 0.104 0.024 0.6 0.3 1.050.375 1.545 0.013 0.247 0.096 1.38 0.6 3.0750.87 2.775 0.039 0.455 0.18 2.328 0.84 5.971.5 4.65 0.0715 0.754 0.42 3.84 1.5 10.52.1 7.05 0.0975 1.105 0.876 5.88 2.1 16.47
2.85 10.05 0.1365 1.4625 1.344 8.16 3 22.953.6 13.05 0.169 1.846 1.8 10.8 3.6 29.4
4.38 16.08 0.208 2.223 2.328 13.86 4.35 36.825
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40Nr. 40.1 ly/lx = ∞
Mxm 0.125Mym 0.021Myr 0.034
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte My bei x=0, y= 0,35Lx Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02 0.141 0.1 0.044 0.029 - 0.1 - -
0.053 0.18 0.14 0.081 0.048 - 0.2 - -0.103 0.23 0.195 0.142 0.097 - 0.5 - 0.090.172 0.295 0.26 0.21 0.165 - 1 - 0.190.238 0.36 0.32 0.27 0.234 - 1.78 - 0.320.314 0.436 0.391 0.35 0.318 0.1 2.8 0.04 0.550.444 0.57 0.52 0.493 0.468 0.25 5.6 0.17 1.230.55 0.69 0.64 0.62 0.59 0.54 9.6 0.4 2.260.64 0.81 0.75 0.73 0.71 0.8 14.6 0.64 3.570.71 0.9 0.84 0.82 0.81 1.1 20.6 0.93 5.180.78 0.98 0.91 0.89 0.88 1.5 27.5 1.26 7.080.84 1.04 0.97 0.93 0.93 1.8 35.4 1.57 9.230.88 1.07 1 0.95 0.95 2.16 44 0.192 11.63
PRINCIPAL
![Page 247: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/247.jpg)
Myr
für alle Werte t/a
p p'- -- -- 0.06- 0.1- 0.15
0.05 0.30.15 0.660.31 1.170.5 1.980.9 3.15
1.36 4.351.95 5.752.48 6.93
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40Nr. 40.2 ly/lx = ∞
Mxm 0.125Mym 0.021Myr 0.034
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
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Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte My bei x=0, y= 0,35Lx Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.028 0.145 0.095 0.078 0.02 - - - -0.063 0.19 0.15 0.123 0.48 - 0.15 - 0.030.118 0.22 0.18 0.152 0.8 0.1 0.23 0.02 0.070.179 0.262 0.216 0.19 0.126 0.25 0.4 0.04 0.120.253 0.312 0.27 0.24 0.194 0.58 0.96 0.1 0.240.323 0.384 0.342 0.312 0.272 1 1.35 0.17 0.40.433 0.51 0.478 0.442 0.415 2.2 2.85 0.37 1.030.53 0.63 0.6 0.56 0.54 3.46 5.65 0.58 2.030.62 0.74 0.71 0.67 0.65 4.7 8 0.78 3.060.7 0.83 0.79 0.75 0.74 5.75 11.8 0.92 4.54
0.76 0.9 0.87 0.82 0.81 6.9 16.4 1.29 6.280.82 0.95 0.92 0.88 0.86 8 22.1 1.3 8.250.87 0.98 0.95 0.9 0.89 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 250: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/250.jpg)
Myr
für alle Werte t/a
p p'- -- 0.08- 0.1- 0.18- 0.27
0.01 0.450.01 0.980.02 1.650.1 2.65
0.15 4.160.3 5.78
0.46 7.80.64 9.6
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41Nr. 41.1 ly/lx = 4
Mxm 0.125Mym 0.021Mxr 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 252: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/252.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.48 0.35 0.2 0.12 0.141 0.1 0.044 0.0290.053 0.67 0.52 0.38 0.225 0.18 0.14 0.081 0.0480.103 0.89 0.72 0.54 0.39 0.23 0.195 0.142 0.0970.172 1.19 1.03 0.85 0.58 0.295 0.26 0.21 0.1650.238 1.43 1.3 1.12 0.79 0.36 0.32 0.27 0.2340.314 1.68 1.54 1.38 1.03 0.436 0.391 0.35 0.3180.444 1.99 1.93 1.8 1.4 0.57 0.52 0.493 0.4680.55 2.22 2.21 2.13 1.68 0.69 0.64 0.62 0.590.64 2.42 2.42 2.4 1.93 0.81 0.75 0.73 0.710.71 2.59 2.59 2.59 2.13 0.9 0.84 0.82 0.810.78 2.73 2.73 2.73 2.28 0.98 0.91 0.89 0.880.84 2.84 2.84 2.84 2.42 1.04 0.97 0.93 0.930.88 2.92 2.92 2.92 2.54 1.07 1 0.95 0.95
PRINCIPAL
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Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.1 - - - 0.05 - -- 0.2 - - - 0.2 - -- 0.5 - 0.09 - 0.3 - 0.06- 1 - 0.19 - 0.5 - 0.1- 1.78 - 0.32 - 1.13 - 0.15
0.1 2.8 0.04 0.55 0.1 1.8 0.05 0.30.25 5.6 0.17 1.23 0.2 3.8 0.15 0.660.54 9.6 0.4 2.26 0.78 6.28 0.31 1.170.8 14.6 0.64 3.57 1.4 10.2 0.5 1.981.1 20.6 0.93 5.18 2.4 15.6 0.9 3.151.5 27.5 1.26 7.08 3.4 21.8 1.36 4.351.8 35.4 1.57 9.23 4.3 28.4 1.95 5.75
2.16 44 1.92 11.63 5.52 36.2 2.48 6.93
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41Nr. 41.1 ly/lx = 4
Mxm 0.125Mym 0.021Mxr 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
![Page 255: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/255.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.44 0.34 0.23 0.06 0.145 0.095 0.078 0.020.063 0.71 0.465 0.325 0.15 0.19 0.15 0.123 0.480.118 0.89 0.64 0.48 0.41 0.22 0.18 0.152 0.80.179 1.1 0.87 0.7 0.59 0.262 0.216 0.19 0.1260.253 1.29 1.12 0.93 0.78 0.312 0.27 0.24 0.1940.323 1.46 1.36 1.17 1 0.384 0.342 0.312 0.2720.433 1.77 1.76 1.58 1.38 0.51 0.478 0.442 0.4150.53 2.03 2.03 1.94 1.67 0.63 0.6 0.56 0.540.62 2.26 2.26 2.24 1.89 0.74 0.71 0.67 0.650.7 2.43 2.43 2.43 2.07 0.83 0.79 0.75 0.74
0.76 2.56 2.56 2.56 2.21 0.9 0.87 0.82 0.810.82 2.65 2.65 2.65 2.29 0.95 0.92 0.88 0.860.87 2.7 2.7 2.7 2.33 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 256: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/256.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.15 - 0.03 - 0.05 - 0.08
0.1 0.23 0.02 0.07 0.1 0.2 - 0.10.25 0.4 0.04 0.12 0.2 0.3 - 0.180.58 0.96 0.1 0.24 0.28 0.54 - 0.27
1 1.35 0.17 0.4 0.4 1.3 0.01 0.452.2 2.85 0.37 1.03 0.9 3.2 0.01 0.98
3.46 5.65 0.58 2.03 1.8 6.42 0.02 1.654.7 8 0.78 3.06 2.9 11 0.1 2.65
5.75 11.8 0.92 4.54 4.1 16.3 0.15 4.166.9 16.4 1.29 6.28 5.5 22.5 0.3 5.788 22.1 1.3 8.25 7.1 29 0.46 7.8
9.12 28.7 1.46 10.67 9.05 35.6 0.64 9.6
![Page 257: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/257.jpg)
42Nr. 42.1 ly/lx = 2
Mxm 0.11Mym 0.028Mxr 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 258: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/258.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.48 0.35 0.2 0.12 0.141 0.1 0.044 0.0290.053 0.67 0.52 0.38 0.225 0.18 0.14 0.081 0.0480.103 0.89 0.72 0.54 0.39 0.23 0.195 0.142 0.0970.172 1.19 1.03 0.85 0.58 0.295 0.26 0.21 0.1650.238 1.43 1.3 1.12 0.79 0.36 0.32 0.27 0.2340.314 1.68 1.54 1.38 1.03 0.436 0.391 0.35 0.3180.444 1.99 1.93 1.8 1.4 0.57 0.52 0.493 0.4680.55 2.22 2.21 2.13 1.68 0.69 0.64 0.62 0.590.64 2.42 2.42 2.4 1.93 0.81 0.75 0.73 0.710.71 2.59 2.59 2.59 2.13 0.9 0.84 0.82 0.810.78 2.73 2.73 2.73 2.28 0.98 0.91 0.89 0.880.84 2.84 2.84 2.84 2.42 1.04 0.97 0.93 0.930.88 2.92 2.92 2.92 2.54 1.07 1 0.95 0.95
PRINCIPAL
![Page 259: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/259.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.1 - - - 0.05 - -- 0.2 - - - 0.2 - -- 0.5 - 0.09 - 0.3 - 0.06- 1 - 0.19 - 0.5 - 0.1- 1.78 - 0.32 - 1.13 - 0.15
0.1 2.8 0.04 0.55 0.1 1.8 0.05 0.30.25 5.6 0.17 1.23 0.2 3.8 0.15 0.660.54 9.6 0.4 2.26 0.78 6.28 0.31 1.170.8 14.6 0.64 3.57 1.4 10.2 0.5 1.981.1 20.6 0.93 5.18 2.4 15.6 0.9 3.151.5 27.5 1.26 7.08 3.4 21.8 1.36 4.351.8 35.4 1.57 9.23 4.3 28.4 1.95 5.75
2.16 44 1.92 11.63 5.52 36.2 2.48 6.93
![Page 260: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/260.jpg)
42Nr. 42.2 ly/lx = 2
Mxm 0.11Mym 0.028Mxr 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
![Page 261: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/261.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.44 0.34 0.23 0.06 0.145 0.095 0.078 0.020.063 0.71 0.465 0.325 0.15 0.19 0.15 0.123 0.480.118 0.89 0.64 0.48 0.41 0.22 0.18 0.152 0.80.179 1.1 0.87 0.7 0.59 0.262 0.216 0.19 0.1260.253 1.29 1.12 0.93 0.78 0.312 0.27 0.24 0.1940.323 1.46 1.36 1.17 1 0.384 0.342 0.312 0.2720.433 1.77 1.76 1.58 1.38 0.51 0.478 0.442 0.4150.53 2.03 2.03 1.94 1.67 0.63 0.6 0.56 0.540.62 2.26 2.26 2.24 1.89 0.74 0.71 0.67 0.650.7 2.43 2.43 2.43 2.07 0.83 0.79 0.75 0.74
0.76 2.56 2.56 2.56 2.21 0.9 0.87 0.82 0.810.82 2.65 2.65 2.65 2.29 0.95 0.92 0.88 0.860.87 2.7 2.7 2.7 2.33 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 262: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/262.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.15 - 0.03 - 0.05 - 0.08
0.1 0.23 0.02 0.07 0.1 0.2 - 0.10.25 0.4 0.04 0.12 0.2 0.3 - 0.180.58 0.96 0.1 0.24 0.28 0.54 - 0.27
1 1.35 0.17 0.4 0.4 1.3 0.01 0.452.2 2.85 0.37 1.03 0.9 3.2 0.01 0.98
3.46 5.65 0.58 2.03 1.8 6.42 0.02 1.654.7 8 0.78 3.06 2.9 11 0.1 2.65
5.75 11.8 0.92 4.54 4.1 16.3 0.15 4.166.9 16.4 1.29 6.28 5.5 22.5 0.3 5.788 22.1 1.3 8.25 7.1 29 0.46 7.8
9.12 28.7 1.46 10.67 9.05 35.6 0.64 9.6
![Page 263: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/263.jpg)
43Nr. 43.1 ly/lx = 1.5
Mxm 0.1Mym 0.032Mxr 0.12Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 264: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/264.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.48 0.35 0.2 0.12 0.141 0.1 0.044 0.0290.053 0.67 0.52 0.38 0.225 0.18 0.14 0.081 0.0480.103 0.89 0.72 0.54 0.39 0.23 0.195 0.142 0.0970.172 1.19 1.03 0.85 0.58 0.295 0.26 0.21 0.1650.238 1.43 1.3 1.12 0.79 0.36 0.32 0.27 0.2340.314 1.68 1.54 1.38 1.03 0.436 0.391 0.35 0.3180.444 1.99 1.93 1.8 1.4 0.57 0.52 0.493 0.4680.55 2.22 2.21 2.13 1.68 0.69 0.64 0.62 0.590.64 2.42 2.42 2.4 1.93 0.81 0.75 0.73 0.710.71 2.59 2.59 2.59 2.13 0.9 0.84 0.82 0.810.78 2.73 2.73 2.73 2.28 0.98 0.91 0.89 0.880.84 2.84 2.84 2.84 2.42 1.04 0.97 0.93 0.930.88 2.92 2.92 2.92 2.54 1.07 1 0.95 0.95
PRINCIPAL
![Page 265: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/265.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.1 - - - 0.05 - -- 0.2 - - - 0.2 - -- 0.5 - 0.09 - 0.3 - 0.06- 1 - 0.19 - 0.5 - 0.1- 1.78 - 0.32 - 1.13 - 0.15
0.1 2.8 0.04 0.55 0.1 1.8 0.05 0.30.25 5.6 0.17 1.23 0.2 3.8 0.15 0.660.54 9.6 0.4 2.26 0.78 6.28 0.31 1.170.8 14.6 0.64 3.57 1.4 10.2 0.5 1.981.1 20.6 0.93 5.18 2.4 15.6 0.9 3.151.5 27.5 1.26 7.08 3.4 21.8 1.36 4.351.8 35.4 1.57 9.23 4.3 28.4 1.95 5.75
2.16 44 1.92 11.63 5.52 36.2 2.48 6.93
![Page 266: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/266.jpg)
43Nr. 43.2 ly/lx = 1.5
Mxm 0.1Mym 0.032Mxr 0.12Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
![Page 267: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/267.jpg)
Mym in Plattenmitte Mxr in Mitte des freien Randes Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.44 0.34 0.23 0.06 0.145 0.095 0.078 0.020.063 0.71 0.465 0.325 0.15 0.19 0.15 0.123 0.480.118 0.89 0.64 0.48 0.41 0.22 0.18 0.152 0.80.179 1.1 0.87 0.7 0.59 0.262 0.216 0.19 0.1260.253 1.29 1.12 0.93 0.78 0.312 0.27 0.24 0.1940.323 1.46 1.36 1.17 1 0.384 0.342 0.312 0.2720.433 1.77 1.76 1.58 1.38 0.51 0.478 0.442 0.4150.53 2.03 2.03 1.94 1.67 0.63 0.6 0.56 0.540.62 2.26 2.26 2.24 1.89 0.74 0.71 0.67 0.650.7 2.43 2.43 2.43 2.07 0.83 0.79 0.75 0.74
0.76 2.56 2.56 2.56 2.21 0.9 0.87 0.82 0.810.82 2.65 2.65 2.65 2.29 0.95 0.92 0.88 0.860.87 2.7 2.7 2.7 2.33 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 268: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/268.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.15 - 0.03 - 0.05 - 0.08
0.1 0.23 0.02 0.07 0.1 0.2 - 0.10.25 0.4 0.04 0.12 0.2 0.3 - 0.180.58 0.96 0.1 0.24 0.28 0.54 - 0.27
1 1.35 0.17 0.4 0.4 1.3 0.01 0.452.2 2.85 0.37 1.03 0.9 3.2 0.01 0.98
3.46 5.65 0.58 2.03 1.8 6.42 0.02 1.654.7 8 0.78 3.06 2.9 11 0.1 2.65
5.75 11.8 0.92 4.54 4.1 16.3 0.15 4.166.9 16.4 1.29 6.28 5.5 22.5 0.3 5.788 22.1 1.3 8.25 7.1 29 0.46 7.8
9.12 28.7 1.46 10.67 9.05 35.6 0.64 9.6
![Page 269: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/269.jpg)
44Nr. 44.1 ly/lx = 1.2
Mxm 0.082Mym 0.034Mxr 0.113
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
![Page 270: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/270.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Mitte des freien Randes Mxm Mym
t/a t/a für alle Werte t/a1 0.125 0.25 0.5 1L L L L L p p' p p'
0.02 0.48 0.35 0.2 0.12 - 0.1 - -0.053 0.67 0.52 0.38 0.225 - 0.2 - -0.103 0.89 0.72 0.54 0.39 - 0.5 - 0.090.172 1.19 1.03 0.85 0.58 - 1 - 0.190.238 1.43 1.3 1.12 0.79 - 1.78 - 0.320.314 1.68 1.54 1.38 1.03 0.1 2.8 0.04 0.550.444 1.99 1.93 1.8 1.4 0.25 5.6 0.17 1.230.55 2.22 2.21 2.13 1.68 0.54 9.6 0.4 2.260.64 2.42 2.42 2.4 1.93 0.8 14.6 0.64 3.570.71 2.59 2.59 2.59 2.13 1.1 20.6 0.93 5.180.78 2.73 2.73 2.73 2.28 1.5 27.5 1.26 7.080.84 2.84 2.84 2.84 2.42 1.8 35.4 1.57 9.230.88 2.92 2.92 2.92 2.54 2.16 44 1.92 11.63
PRINCIPAL
![Page 271: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/271.jpg)
Gleichlast um SLW von 1 t.m2Mxr
für alle Werte t/a
p p'- 0.05- 0.2- 0.3- 0.5- 1.13
0.1 1.80.2 3.8
0.78 6.281.4 10.22.4 15.63.4 21.84.3 28.4
5.52 36.2
![Page 272: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/272.jpg)
44Nr. 44.2 ly/lx = 1.2
Mxm 0.082Mym 0.034Mxr 0.113
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
![Page 273: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/273.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Mitte des freien Randes Mxm Mym
t/a t/a für alle Werte t/a1 0.125 0.25 0.5 1L L L L L p p' p p'
0.028 0.44 0.34 0.23 0.06 - - - -0.063 0.71 0.465 0.325 0.15 - 0.15 - 0.030.118 0.89 0.64 0.48 0.41 0.1 0.23 0.02 0.070.179 1.1 0.87 0.7 0.59 0.25 0.4 0.04 0.120.253 1.29 1.12 0.93 0.78 0.58 0.96 0.1 0.240.323 1.46 1.36 1.17 1 1 1.35 0.17 0.40.433 1.77 1.76 1.58 1.38 2.2 2.85 0.37 1.030.53 2.03 2.03 1.94 1.67 3.46 5.65 0.58 2.030.62 2.26 2.26 2.24 1.89 4.7 8 0.78 3.060.7 2.43 2.43 2.43 2.07 5.75 11.8 0.92 4.54
0.76 2.56 2.56 2.56 2.21 6.9 16.4 1.29 6.280.82 2.65 2.65 2.65 2.29 8 22.1 1.3 8.250.87 2.7 2.7 2.7 2.33 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 274: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/274.jpg)
Gleichlast um SLW von 1 t.m2Mxr
für alle Werte t/a
p p'- -- 0.05
0.1 0.20.2 0.3
0.28 0.540.4 1.30.9 3.21.8 6.422.9 114.1 16.35.5 22.57.1 29
9.05 35.6
![Page 275: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/275.jpg)
45Nr. 45.1 ly/lx = 1
Mxm 0.076Mym 0.034Mxr 0.104
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
![Page 276: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/276.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Mitte des freien Randes Mxm Mym
t/a t/a für alle Werte t/a1 0.125 0.25 0.5 1L L L L L p p' p p'
0.02 0.48 0.35 0.2 0.12 - 0.1 - -0.053 0.67 0.52 0.38 0.225 - 0.2 - -0.103 0.89 0.72 0.54 0.39 - 0.5 - 0.090.172 1.19 1.03 0.85 0.58 - 1 - 0.190.238 1.43 1.3 1.12 0.79 - 1.78 - 0.320.314 1.68 1.54 1.38 1.03 0.1 2.8 0.04 0.550.444 1.99 1.93 1.8 1.4 0.25 5.6 0.17 1.230.55 2.22 2.21 2.13 1.68 0.54 9.6 0.4 2.260.64 2.42 2.42 2.4 1.93 0.8 14.6 0.64 3.570.71 2.59 2.59 2.59 2.13 1.1 20.6 0.93 5.180.78 2.73 2.73 2.73 2.28 1.5 27.5 1.26 7.080.84 2.84 2.84 2.84 2.42 1.8 35.4 1.57 9.230.88 2.92 2.92 2.92 2.54 2.16 44 1.92 11.63
PRINCIPAL
![Page 277: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/277.jpg)
Gleichlast um SLW von 1 t.m2Mxr
für alle Werte t/a
p p'- 0.05- 0.2- 0.3- 0.5- 1.13
0.1 1.80.2 3.8
0.78 6.281.4 10.22.4 15.63.4 21.84.3 28.4
5.52 36.2
![Page 278: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/278.jpg)
45Nr. 45.2 ly/lx = 1
Mxm 0.076Mym 0.034Mxr 0.104
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
![Page 279: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/279.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxr in Mitte des freien Randes Mxm Mym
t/a t/a für alle Werte t/a1 0.125 0.25 0.5 1L L L L L p p' p p'
0.028 0.44 0.34 0.23 0.06 - - - -0.063 0.71 0.465 0.325 0.15 - 0.15 - 0.030.118 0.89 0.64 0.48 0.41 0.1 0.23 0.02 0.070.179 1.1 0.87 0.7 0.59 0.25 0.4 0.04 0.120.253 1.29 1.12 0.93 0.78 0.58 0.96 0.1 0.240.323 1.46 1.36 1.17 1 1 1.35 0.17 0.40.433 1.77 1.76 1.58 1.38 2.2 2.85 0.37 1.030.53 2.03 2.03 1.94 1.67 3.46 5.65 0.58 2.030.62 2.26 2.26 2.24 1.89 4.7 8 0.78 3.060.7 2.43 2.43 2.43 2.07 5.75 11.8 0.92 4.54
0.76 2.56 2.56 2.56 2.21 6.9 16.4 1.29 6.280.82 2.65 2.65 2.65 2.29 8 22.1 1.3 8.250.87 2.7 2.7 2.7 2.33 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 280: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/280.jpg)
Gleichlast um SLW von 1 t.m2Mxr
für alle Werte t/a
p p'- -- 0.05
0.1 0.20.2 0.3
0.28 0.540.4 1.30.9 3.21.8 6.422.9 114.1 16.35.5 22.57.1 29
9.05 35.6
![Page 281: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/281.jpg)
46Nr. 46.1 ly/lx = ∞
Mxm 0.063Mym 0.011Myr 0.025Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
![Page 282: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/282.jpg)
Mym in Plattenmitte Myr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.141 0.1 0.044 0.029 0.24 0.2 0.121 0.0820.035 0.18 0.14 0.081 0.048 0.36 0.32 0.225 0.170.085 0.23 0.195 0.142 0.097 0.54 0.51 0.4 0.340.128 0.295 0.26 0.21 0.165 0.73 0.71 0.57 0.530.176 0.36 0.32 0.27 0.234 0.88 0.86 0.73 0.70.227 0.436 0.391 0.35 0.318 1.01 1 0.9 0.870.326 0.57 0.52 0.493 0.468 1.21 1.2 1.13 1.110.412 0.69 0.64 0.62 0.59 1.36 1.35 1.31 1.30.496 0.81 0.75 0.73 0.71 1.47 1.46 1.44 1.420.57 0.9 0.84 0.82 0.81 1.55 1.54 1.53 1.520.63 0.98 0.91 0.89 0.88 1.6 1.6 1.6 1.580.68 1.04 0.97 0.93 0.93 1.63 1.63 1.63 1.610.72 1.07 1 0.95 0.95 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 283: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/283.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Myr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.09- - - - - - - 0.18- 0.08 - 0.01 - 0.06 0.02 0.3- 0.4 - 0.07 - 0.1 0.08 0.6- 0.99 - 0.17 - 0.15 0.12 1.11- 1.6 - 0.24 0.05 0.3 0.2 2
0.05 3.35 0.06 0.73 0.15 0.66 0.55 4.30.16 5.38 0.15 1.31 0.31 1.17 0.93 70.3 8.1 0.34 2.09 0.5 1.98 1.05 10.80.5 11.8 0.55 3.15 0.9 3.15 2.35 160.7 16 0.78 4.3 1.36 4.35 3.3 22.1
0.95 20.1 1.06 5.47 1.95 5.75 4.3 28.31.18 24.8 1.38 6.78 2.48 6.93 5.45 35.6
![Page 284: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/284.jpg)
46Nr. 46.2 ly/lx = ∞
Mxm 0.063Mym 0.011Myr 0.025Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
![Page 285: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/285.jpg)
Mym in Plattenmitte Myr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.145 0.095 0.078 0.02 0.25 0.2 0.13 0.0790.038 0.19 0.15 0.123 0.48 0.382 0.34 0.255 0.190.068 0.22 0.18 0.152 0.8 0.48 0.45 0.39 0.34
0.1 0.262 0.216 0.19 0.126 0.72 0.7 0.66 0.550.142 0.312 0.27 0.24 0.194 0.88 0.86 0.84 0.730.202 0.384 0.342 0.312 0.272 1 0.98 0.96 0.90.304 0.51 0.478 0.442 0.415 1.2 1.18 1.16 1.120.395 0.63 0.6 0.56 0.54 1.34 1.33 1.31 1.280.477 0.74 0.71 0.67 0.65 1.45 1.44 1.42 1.380.55 0.83 0.79 0.75 0.74 1.53 1.52 1.51 1.460.61 0.9 0.87 0.82 0.81 1.58 1.57 1.56 1.510.65 0.95 0.92 0.88 0.86 1.6 1.6 1.6 1.540.69 0.98 0.95 0.9 0.89 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 286: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/286.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Myr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.1
0.01 - - 0.01 - 0.08 - 0.20.09 - 0.02 0.01 - 0.1 0.05 0.40.18 0.1 0.03 0.03 - 0.18 0.1 0.550.33 0.2 0.06 0.11 - 0.27 0.25 0.640.4 0.45 0.07 0.23 0.01 0.45 0.5 1.40.6 1.55 0.1 0.64 0.01 0.98 1.1 3.9
0.93 3.06 0.16 1.2 0.02 1.65 1.75 7.031.4 5.3 0.24 1.98 0.1 2.65 2.1 11.452.2 5.4 0.38 3.15 0.15 4.16 2.6 17.43.3 12.1 0.58 4.17 0.3 5.78 3 24.14.6 15.8 0.82 5.48 0.46 7.8 3.45 32.16 19.5 1.07 7.13 0.64 9.6 3.91 39.8
![Page 287: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/287.jpg)
47Nr. 47.1 ly/lx = 4
Mxm 0.063Mym 0.011Mxr 0.063Myr 0.025Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
![Page 288: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/288.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.141 0.1 0.044 0.0290.035 0.399 0.2831 0.19 0.1501 0.18 0.14 0.081 0.0480.085 0.5871 0.5092 0.4408 0.399 0.23 0.195 0.142 0.0970.128 0.7999 0.7467 0.6859 0.646 0.295 0.26 0.21 0.1650.176 0.969 0.9234 0.855 0.8132 0.36 0.32 0.27 0.2340.227 1.102 1.045 0.969 0.912 0.436 0.391 0.35 0.3180.326 1.311 1.254 1.14 1.102 0.57 0.52 0.493 0.4680.412 1.463 1.425 1.292 1.235 0.69 0.64 0.62 0.590.496 1.615 1.558 1.444 1.387 0.81 0.75 0.73 0.710.57 1.729 1.672 1.558 1.501 0.9 0.84 0.82 0.810.63 1.824 1.786 1.672 1.596 0.98 0.91 0.89 0.880.68 1.9 1.881 1.748 1.691 1.04 0.97 0.93 0.930.72 1.976 1.957 1.824 1.786 1.07 1 0.95 0.95
PRINCIPAL
![Page 289: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/289.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.24 0.2 0.121 0.082 - - - - -0.36 0.32 0.225 0.17 - - - - -0.54 0.51 0.4 0.34 - 0.08 - 0.01 -0.73 0.71 0.57 0.53 - 0.4 - 0.07 -0.88 0.86 0.73 0.7 - 0.99 - 0.17 -1.01 1 0.9 0.87 - 1.6 - 0.24 -1.21 1.2 1.13 1.11 0.05 3.35 0.06 0.73 0.0951.36 1.35 1.31 1.3 0.16 5.38 0.15 1.31 0.3041.47 1.46 1.44 1.42 0.3 8.1 0.34 2.09 0.571.55 1.54 1.53 1.52 0.5 11.8 0.55 3.15 0.951.6 1.6 1.6 1.58 0.7 16 0.78 4.3 1.33
1.63 1.63 1.63 1.61 0.95 20.1 1.06 5.47 1.8021.65 1.65 1.65 1.62 1.18 24.8 1.38 6.78 2.242
![Page 290: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/290.jpg)
Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.09- - - - 0.18
0.152 - 0.06 0.02 0.30.76 - 0.1 0.08 0.6
1.881 - 0.15 0.12 1.113.04 0.05 0.3 0.2 2
6.365 0.15 0.66 0.55 4.310.222 0.31 1.17 0.93 715.39 0.5 1.98 1.05 10.822.42 0.9 3.15 2.35 1630.4 1.36 4.35 3.3 22.1
38.19 1.95 5.75 4.3 28.347.12 2.48 6.93 5.45 35.6
![Page 291: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/291.jpg)
47Nr. 47.2 ly/lx = 4
Mxm 0.063Mym 0.011Mxr 0.063Myr 0.025Mxe 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
![Page 292: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/292.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.145 0.095 0.078 0.020.038 0.456 0.361 0.2812 0.1824 0.19 0.15 0.123 0.480.068 0.6878 0.5947 0.4826 0.3591 0.22 0.18 0.152 0.8
0.1 0.9025 0.8132 0.684 0.5605 0.262 0.216 0.19 0.1260.142 1.102 0.988 0.8569 0.7315 0.312 0.27 0.24 0.1940.202 1.197 1.14 1.007 0.8854 0.384 0.342 0.312 0.2720.304 1.425 1.368 1.254 1.121 0.51 0.478 0.442 0.4150.395 1.596 1.558 1.444 1.311 0.63 0.6 0.56 0.540.477 1.729 1.691 1.577 1.463 0.74 0.71 0.67 0.650.55 1.843 1.824 1.691 1.577 0.83 0.79 0.75 0.740.61 1.938 1.919 1.843 1.672 0.9 0.87 0.82 0.810.65 2.014 1.995 1.862 1.748 0.95 0.92 0.88 0.860.69 2.071 2.052 1.919 1.805 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 293: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/293.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.2 0.13 0.079 - - - - -
0.382 0.34 0.255 0.19 0.01 - - 0.01 0.0190.48 0.45 0.39 0.34 0.09 - 0.02 0.01 0.1710.72 0.7 0.66 0.55 0.18 0.1 0.03 0.03 0.3420.88 0.86 0.84 0.73 0.33 0.2 0.06 0.11 0.627
1 0.98 0.96 0.9 0.4 0.45 0.07 0.23 0.761.2 1.18 1.16 1.12 0.6 1.55 0.1 0.64 1.14
1.34 1.33 1.31 1.28 0.93 3.06 0.16 1.2 1.7671.45 1.44 1.42 1.38 1.4 5.3 0.24 1.98 2.661.53 1.52 1.51 1.46 2.2 5.4 0.38 3.15 4.181.58 1.57 1.56 1.51 3.3 12.1 0.58 4.17 6.271.6 1.6 1.6 1.54 4.6 15.8 0.82 5.48 8.74
1.61 1.61 1.61 1.55 6 19.5 1.07 7.13 11.4
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Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.1- - 0.08 - 0.2- - 0.1 0.05 0.4
0.19 - 0.18 0.1 0.550.38 - 0.27 0.25 0.64
0.855 0.01 0.45 0.5 1.42.945 0.01 0.98 1.1 3.95.814 0.02 1.65 1.75 7.0310.07 0.1 2.65 2.1 11.4510.26 0.15 4.16 2.6 17.422.99 0.3 5.78 3 24.130.02 0.46 7.8 3.45 32.137.05 0.64 9.6 3.91 39.8
![Page 295: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/295.jpg)
48Nr. 48.1 ly/lx = 2
Mxm 0.06Mym 0.016Mxr 0.063Myr 0.025Mxe 0.113
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
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Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.141 0.1 0.044 0.0290.035 0.399 0.2831 0.19 0.1501 0.18 0.14 0.081 0.0480.085 0.5871 0.5092 0.4408 0.399 0.23 0.195 0.142 0.0970.128 0.7999 0.7467 0.6859 0.646 0.295 0.26 0.21 0.1650.176 0.969 0.9234 0.855 0.8132 0.36 0.32 0.27 0.2340.227 1.102 1.045 0.969 0.912 0.436 0.391 0.35 0.3180.326 1.311 1.254 1.14 1.102 0.57 0.52 0.493 0.4680.412 1.463 1.425 1.292 1.235 0.69 0.64 0.62 0.590.496 1.615 1.558 1.444 1.387 0.81 0.75 0.73 0.710.57 1.729 1.672 1.558 1.501 0.9 0.84 0.82 0.810.63 1.824 1.786 1.672 1.596 0.98 0.91 0.89 0.880.68 1.9 1.881 1.748 1.691 1.04 0.97 0.93 0.930.72 1.976 1.957 1.824 1.786 1.07 1 0.95 0.95
PRINCIPAL
![Page 297: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/297.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.24 0.2 0.121 0.082 - - - - -0.36 0.32 0.225 0.17 - - - - -0.54 0.51 0.4 0.34 - 0.08 - 0.01 -0.73 0.71 0.57 0.53 - 0.4 - 0.07 -0.88 0.86 0.73 0.7 - 0.99 - 0.17 -1.01 1 0.9 0.87 - 1.6 - 0.24 -1.21 1.2 1.13 1.11 0.05 3.35 0.06 0.73 0.0951.36 1.35 1.31 1.3 0.16 5.38 0.15 1.31 0.3041.47 1.46 1.44 1.42 0.3 8.1 0.34 2.09 0.571.55 1.54 1.53 1.52 0.5 11.8 0.55 3.15 0.951.6 1.6 1.6 1.58 0.7 16 0.78 4.3 1.33
1.63 1.63 1.63 1.61 0.95 20.1 1.06 5.47 1.8021.65 1.65 1.65 1.62 1.18 24.8 1.38 6.78 2.242
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Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.09- - - - 0.18
0.152 - 0.06 0.02 0.30.76 - 0.1 0.08 0.6
1.881 - 0.15 0.12 1.113.04 0.05 0.3 0.2 2
6.365 0.15 0.66 0.55 4.310.222 0.31 1.17 0.93 715.39 0.5 1.98 1.05 10.822.42 0.9 3.15 2.35 1630.4 1.36 4.35 3.3 22.1
38.19 1.95 5.75 4.3 28.347.12 2.48 6.93 5.45 35.6
![Page 299: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/299.jpg)
48Nr. 48.2 ly/lx = 2
Mxm 0.06Mym 0.016Mxr 0.063Myr 0.025Mxe 0.113
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
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Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.145 0.095 0.078 0.020.038 0.456 0.361 0.2812 0.1824 0.19 0.15 0.123 0.480.068 0.6878 0.5947 0.4826 0.3591 0.22 0.18 0.152 0.8
0.1 0.9025 0.8132 0.684 0.5605 0.262 0.216 0.19 0.1260.142 1.102 0.988 0.8569 0.7315 0.312 0.27 0.24 0.1940.202 1.197 1.14 1.007 0.8854 0.384 0.342 0.312 0.2720.304 1.425 1.368 1.254 1.121 0.51 0.478 0.442 0.4150.395 1.596 1.558 1.444 1.311 0.63 0.6 0.56 0.540.477 1.729 1.691 1.577 1.463 0.74 0.71 0.67 0.650.55 1.843 1.824 1.691 1.577 0.83 0.79 0.75 0.740.61 1.938 1.919 1.843 1.672 0.9 0.87 0.82 0.810.65 2.014 1.995 1.862 1.748 0.95 0.92 0.88 0.860.69 2.071 2.052 1.919 1.805 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 301: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/301.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.2 0.13 0.079 - - - - -
0.382 0.34 0.255 0.19 0.01 - - 0.01 0.0190.48 0.45 0.39 0.34 0.09 - 0.02 0.01 0.1710.72 0.7 0.66 0.55 0.18 0.1 0.03 0.03 0.3420.88 0.86 0.84 0.73 0.33 0.2 0.06 0.11 0.627
1 0.98 0.96 0.9 0.4 0.45 0.07 0.23 0.761.2 1.18 1.16 1.12 0.6 1.55 0.1 0.64 1.14
1.34 1.33 1.31 1.28 0.93 3.06 0.16 1.2 1.7671.45 1.44 1.42 1.38 1.4 5.3 0.24 1.98 2.661.53 1.52 1.51 1.46 2.2 5.4 0.38 3.15 4.181.58 1.57 1.56 1.51 3.3 12.1 0.58 4.17 6.271.6 1.6 1.6 1.54 4.6 15.8 0.82 5.48 8.74
1.61 1.61 1.61 1.55 6 19.5 1.07 7.13 11.4
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Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.1- - 0.08 - 0.2- - 0.1 0.05 0.4
0.19 - 0.18 0.1 0.550.38 - 0.27 0.25 0.64
0.855 0.01 0.45 0.5 1.42.945 0.01 0.98 1.1 3.95.814 0.02 1.65 1.75 7.0310.07 0.1 2.65 2.1 11.4510.26 0.15 4.16 2.6 17.422.99 0.3 5.78 3 24.130.02 0.46 7.8 3.45 32.137.05 0.64 9.6 3.91 39.8
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49Nr. 49.1 ly/lx = 1.5
Mxm 0.056Mym 0.022Mxr 0.063Myr 0.025Mxe 0.104
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
![Page 304: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/304.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.141 0.1 0.044 0.0290.035 0.399 0.2831 0.19 0.1501 0.18 0.14 0.081 0.0480.085 0.5871 0.5092 0.4408 0.399 0.23 0.195 0.142 0.0970.128 0.7999 0.7467 0.6859 0.646 0.295 0.26 0.21 0.1650.176 0.969 0.9234 0.855 0.8132 0.36 0.32 0.27 0.2340.227 1.102 1.045 0.969 0.912 0.436 0.391 0.35 0.3180.326 1.311 1.254 1.14 1.102 0.57 0.52 0.493 0.4680.412 1.463 1.425 1.292 1.235 0.69 0.64 0.62 0.590.496 1.615 1.558 1.444 1.387 0.81 0.75 0.73 0.710.57 1.729 1.672 1.558 1.501 0.9 0.84 0.82 0.810.63 1.824 1.786 1.672 1.596 0.98 0.91 0.89 0.880.68 1.9 1.881 1.748 1.691 1.04 0.97 0.93 0.930.72 1.976 1.957 1.824 1.786 1.07 1 0.95 0.95
PRINCIPAL
![Page 305: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/305.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.24 0.2 0.121 0.082 - - - - -0.36 0.32 0.225 0.17 - - - - -0.54 0.51 0.4 0.34 - 0.08 - 0.01 -0.73 0.71 0.57 0.53 - 0.4 - 0.07 -0.88 0.86 0.73 0.7 - 0.99 - 0.17 -1.01 1 0.9 0.87 - 1.6 - 0.24 -1.21 1.2 1.13 1.11 0.05 3.35 0.06 0.73 0.0951.36 1.35 1.31 1.3 0.16 5.38 0.15 1.31 0.3041.47 1.46 1.44 1.42 0.3 8.1 0.34 2.09 0.571.55 1.54 1.53 1.52 0.5 11.8 0.55 3.15 0.951.6 1.6 1.6 1.58 0.7 16 0.78 4.3 1.33
1.63 1.63 1.63 1.61 0.95 20.1 1.06 5.47 1.8021.65 1.65 1.65 1.62 1.18 24.8 1.38 6.78 2.242
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Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.09- - - - 0.18
0.152 - 0.06 0.02 0.30.76 - 0.1 0.08 0.6
1.881 - 0.15 0.12 1.113.04 0.05 0.3 0.2 2
6.365 0.15 0.66 0.55 4.310.222 0.31 1.17 0.93 715.39 0.5 1.98 1.05 10.822.42 0.9 3.15 2.35 1630.4 1.36 4.35 3.3 22.1
38.19 1.95 5.75 4.3 28.347.12 2.48 6.93 5.45 35.6
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49Nr. 49.2 ly/lx = 1.5
Mxm 0.056Mym 0.022Mxr 0.063Myr 0.025Mxe 0.104
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
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Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.145 0.095 0.078 0.020.038 0.456 0.361 0.2812 0.1824 0.19 0.15 0.123 0.480.068 0.6878 0.5947 0.4826 0.3591 0.22 0.18 0.152 0.8
0.1 0.9025 0.8132 0.684 0.5605 0.262 0.216 0.19 0.1260.142 1.102 0.988 0.8569 0.7315 0.312 0.27 0.24 0.1940.202 1.197 1.14 1.007 0.8854 0.384 0.342 0.312 0.2720.304 1.425 1.368 1.254 1.121 0.51 0.478 0.442 0.4150.395 1.596 1.558 1.444 1.311 0.63 0.6 0.56 0.540.477 1.729 1.691 1.577 1.463 0.74 0.71 0.67 0.650.55 1.843 1.824 1.691 1.577 0.83 0.79 0.75 0.740.61 1.938 1.919 1.843 1.672 0.9 0.87 0.82 0.810.65 2.014 1.995 1.862 1.748 0.95 0.92 0.88 0.860.69 2.071 2.052 1.919 1.805 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 309: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/309.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.2 0.13 0.079 - - - - -
0.382 0.34 0.255 0.19 0.01 - - 0.01 0.0190.48 0.45 0.39 0.34 0.09 - 0.02 0.01 0.1710.72 0.7 0.66 0.55 0.18 0.1 0.03 0.03 0.3420.88 0.86 0.84 0.73 0.33 0.2 0.06 0.11 0.627
1 0.98 0.96 0.9 0.4 0.45 0.07 0.23 0.761.2 1.18 1.16 1.12 0.6 1.55 0.1 0.64 1.14
1.34 1.33 1.31 1.28 0.93 3.06 0.16 1.2 1.7671.45 1.44 1.42 1.38 1.4 5.3 0.24 1.98 2.661.53 1.52 1.51 1.46 2.2 5.4 0.38 3.15 4.181.58 1.57 1.56 1.51 3.3 12.1 0.58 4.17 6.271.6 1.6 1.6 1.54 4.6 15.8 0.82 5.48 8.74
1.61 1.61 1.61 1.55 6 19.5 1.07 7.13 11.4
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Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.1- - 0.08 - 0.2- - 0.1 0.05 0.4
0.19 - 0.18 0.1 0.550.38 - 0.27 0.25 0.64
0.855 0.01 0.45 0.5 1.42.945 0.01 0.98 1.1 3.95.814 0.02 1.65 1.75 7.0310.07 0.1 2.65 2.1 11.4510.26 0.15 4.16 2.6 17.422.99 0.3 5.78 3 24.130.02 0.46 7.8 3.45 32.137.05 0.64 9.6 3.91 39.8
![Page 311: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/311.jpg)
50Nr. 50.1 ly/lx = 1.2
Mxm 0.05Mym 0.027Mxr 0.06Mxe 0.088
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
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Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.24 0.2 0.121 0.0820.035 0.399 0.2831 0.19 0.1501 0.36 0.32 0.225 0.170.085 0.5871 0.5092 0.4408 0.399 0.54 0.51 0.4 0.340.128 0.7999 0.7467 0.6859 0.646 0.73 0.71 0.57 0.530.176 0.969 0.9234 0.855 0.8132 0.88 0.86 0.73 0.70.227 1.102 1.045 0.969 0.912 1.01 1 0.9 0.870.326 1.311 1.254 1.14 1.102 1.21 1.2 1.13 1.110.412 1.463 1.425 1.292 1.235 1.36 1.35 1.31 1.30.496 1.615 1.558 1.444 1.387 1.47 1.46 1.44 1.420.57 1.729 1.672 1.558 1.501 1.55 1.54 1.53 1.520.63 1.824 1.786 1.672 1.596 1.6 1.6 1.6 1.580.68 1.9 1.881 1.748 1.691 1.63 1.63 1.63 1.610.72 1.976 1.957 1.824 1.786 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 313: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/313.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.09- - - - - - - 0.18- 0.08 - 0.01 - 0.152 0.02 0.3- 0.4 - 0.07 - 0.76 0.08 0.6- 0.99 - 0.17 - 1.881 0.12 1.11- 1.6 - 0.24 - 3.04 0.2 2
0.05 3.35 0.06 0.73 0.095 6.365 0.55 4.30.16 5.38 0.15 1.31 0.304 10.222 0.93 70.3 8.1 0.34 2.09 0.57 15.39 1.05 10.80.5 11.8 0.55 3.15 0.95 22.42 2.35 160.7 16 0.78 4.3 1.33 30.4 3.3 22.1
0.95 20.1 1.06 5.47 1.802 38.19 4.3 28.31.18 24.8 1.38 6.78 2.242 47.12 5.45 35.6
![Page 314: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/314.jpg)
50Nr. 50.2 ly/lx = 1.2
Mxm 0.05Mym 0.027Mxr 0.06Mxe 0.088
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
![Page 315: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/315.jpg)
Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.25 0.2 0.13 0.0790.038 0.456 0.361 0.2812 0.1824 0.382 0.34 0.255 0.190.068 0.6878 0.5947 0.4826 0.3591 0.48 0.45 0.39 0.34
0.1 0.9025 0.8132 0.684 0.5605 0.72 0.7 0.66 0.550.142 1.102 0.988 0.8569 0.7315 0.88 0.86 0.84 0.730.202 1.197 1.14 1.007 0.8854 1 0.98 0.96 0.90.304 1.425 1.368 1.254 1.121 1.2 1.18 1.16 1.120.395 1.596 1.558 1.444 1.311 1.34 1.33 1.31 1.280.477 1.729 1.691 1.577 1.463 1.45 1.44 1.42 1.380.55 1.843 1.824 1.691 1.577 1.53 1.52 1.51 1.460.61 1.938 1.919 1.843 1.672 1.58 1.57 1.56 1.510.65 2.014 1.995 1.862 1.748 1.6 1.6 1.6 1.540.69 2.071 2.052 1.919 1.805 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 316: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/316.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.1
0.01 - - 0.01 0.019 - - 0.20.09 - 0.02 0.01 0.171 - 0.05 0.40.18 0.1 0.03 0.03 0.342 0.19 0.1 0.550.33 0.2 0.06 0.11 0.627 0.38 0.25 0.640.4 0.45 0.07 0.23 0.76 0.855 0.5 1.40.6 1.55 0.1 0.64 1.14 2.945 1.1 3.9
0.93 3.06 0.16 1.2 1.767 5.814 1.75 7.031.4 5.3 0.24 1.98 2.66 10.07 2.1 11.452.2 5.4 0.38 3.15 4.18 10.26 2.6 17.43.3 12.1 0.58 4.17 6.27 22.99 3 24.14.6 15.8 0.82 5.48 8.74 30.02 3.45 32.16 19.5 1.07 7.13 11.4 37.05 3.91 39.8
![Page 317: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/317.jpg)
51Nr. 51.1 ly/lx = 1
Mxm 0.045Mym 0.03Mxr 0.058Mxe 0.069
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
![Page 318: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/318.jpg)
Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.24 0.2 0.121 0.0820.035 0.399 0.2831 0.19 0.1501 0.36 0.32 0.225 0.170.085 0.5871 0.5092 0.4408 0.399 0.54 0.51 0.4 0.340.128 0.7999 0.7467 0.6859 0.646 0.73 0.71 0.57 0.530.176 0.969 0.9234 0.855 0.8132 0.88 0.86 0.73 0.70.227 1.102 1.045 0.969 0.912 1.01 1 0.9 0.870.326 1.311 1.254 1.14 1.102 1.21 1.2 1.13 1.110.412 1.463 1.425 1.292 1.235 1.36 1.35 1.31 1.30.496 1.615 1.558 1.444 1.387 1.47 1.46 1.44 1.420.57 1.729 1.672 1.558 1.501 1.55 1.54 1.53 1.520.63 1.824 1.786 1.672 1.596 1.6 1.6 1.6 1.580.68 1.9 1.881 1.748 1.691 1.63 1.63 1.63 1.610.72 1.976 1.957 1.824 1.786 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 319: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/319.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.09- - - - - - - 0.18- 0.08 - 0.01 - 0.152 0.02 0.3- 0.4 - 0.07 - 0.76 0.08 0.6- 0.99 - 0.17 - 1.881 0.12 1.11- 1.6 - 0.24 - 3.04 0.2 2
0.05 3.35 0.06 0.73 0.095 6.365 0.55 4.30.16 5.38 0.15 1.31 0.304 10.222 0.93 70.3 8.1 0.34 2.09 0.57 15.39 1.05 10.80.5 11.8 0.55 3.15 0.95 22.42 2.35 160.7 16 0.78 4.3 1.33 30.4 3.3 22.1
0.95 20.1 1.06 5.47 1.802 38.19 4.3 28.31.18 24.8 1.38 6.78 2.242 47.12 5.45 35.6
![Page 320: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/320.jpg)
51Nr. 51.2 ly/lx = 1
Mxm 0.045Mym 0.03Mxr 0.058Mxe 0.069
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
![Page 321: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/321.jpg)
Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.25 0.2 0.13 0.0790.038 0.456 0.361 0.2812 0.1824 0.382 0.34 0.255 0.190.068 0.6878 0.5947 0.4826 0.3591 0.48 0.45 0.39 0.34
0.1 0.9025 0.8132 0.684 0.5605 0.72 0.7 0.66 0.550.142 1.102 0.988 0.8569 0.7315 0.88 0.86 0.84 0.730.202 1.197 1.14 1.007 0.8854 1 0.98 0.96 0.90.304 1.425 1.368 1.254 1.121 1.2 1.18 1.16 1.120.395 1.596 1.558 1.444 1.311 1.34 1.33 1.31 1.280.477 1.729 1.691 1.577 1.463 1.45 1.44 1.42 1.380.55 1.843 1.824 1.691 1.577 1.53 1.52 1.51 1.460.61 1.938 1.919 1.843 1.672 1.58 1.57 1.56 1.510.65 2.014 1.995 1.862 1.748 1.6 1.6 1.6 1.540.69 2.071 2.052 1.919 1.805 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 322: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/322.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.1
0.01 - - 0.01 0.019 - - 0.20.09 - 0.02 0.01 0.171 - 0.05 0.40.18 0.1 0.03 0.03 0.342 0.19 0.1 0.550.33 0.2 0.06 0.11 0.627 0.38 0.25 0.640.4 0.45 0.07 0.23 0.76 0.855 0.5 1.40.6 1.55 0.1 0.64 1.14 2.945 1.1 3.9
0.93 3.06 0.16 1.2 1.767 5.814 1.75 7.031.4 5.3 0.24 1.98 2.66 10.07 2.1 11.452.2 5.4 0.38 3.15 4.18 10.26 2.6 17.43.3 12.1 0.58 4.17 6.27 22.99 3 24.14.6 15.8 0.82 5.48 8.74 30.02 3.45 32.16 19.5 1.07 7.13 11.4 37.05 3.91 39.8
![Page 323: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/323.jpg)
52Nr. 52.1 ly/lx = ∞
Mxm 0.042Mym 0.007Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 324: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/324.jpg)
Mym in Plattenmitte Myr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.141 0.1 0.044 0.029 0.25 0.19 0.12 0.050.02 0.18 0.14 0.081 0.048 0.32 0.26 0.18 0.09
0.045 0.23 0.195 0.142 0.097 0.47 0.43 0.35 0.230.079 0.295 0.26 0.21 0.165 0.64 0.61 0.54 0.3980.118 0.36 0.32 0.27 0.234 0.76 0.74 0.69 0.550.166 0.436 0.391 0.35 0.318 0.87 0.85 0.81 0.710.254 0.57 0.52 0.493 0.468 1.05 1.05 1.01 0.970.333 0.69 0.64 0.62 0.59 1.21 1.21 1.18 1.150.411 0.81 0.75 0.73 0.71 1.34 1.34 1.31 1.280.475 0.9 0.84 0.82 0.81 1.44 1.44 1.42 1.390.53 0.98 0.91 0.89 0.88 1.52 1.52 1.5 1.470.58 1.04 0.97 0.93 0.93 1.57 1.57 1.56 1.530.62 1.07 1 0.95 0.95 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 325: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/325.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Myr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.05- - - - - - - 0.1- 0.05 - 0.02 - 0.06 - 0.35- 0.2 - 0.05 - 0.1 - 0.8- 0.45 - 0.11 - 0.15 0.01 1.45- 0.85 0.02 0.22 0.05 0.3 0.05 2.1
0.05 1.72 0.08 0.45 0.15 0.66 0.1 3.40.14 2.84 0.18 0.74 0.31 1.17 0.33 4.70.26 4.5 0.32 1.17 0.5 1.98 0.8 70.4 6.9 0.54 1.78 0.9 3.15 1.4 10.3
0.56 9.4 0.8 2.37 1.36 4.35 2.1 150.7 12.2 1.04 3.13 1.95 5.75 3 20.40.9 15.85 1.28 3.96 2.48 6.93 3.74 25.9
![Page 326: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/326.jpg)
52Nr. 52.2 ly/lx = ∞
Mxm 0.042Mym 0.007Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 327: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/327.jpg)
Mym in Plattenmitte Myr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.145 0.095 0.078 0.02 0.25 0.19 0.12 0.050.023 0.19 0.15 0.123 0.48 0.32 0.26 0.18 0.090.038 0.22 0.18 0.152 0.8 0.42 0.4 0.34 0.250.064 0.262 0.216 0.19 0.126 0.58 0.56 0.51 0.40.096 0.312 0.27 0.24 0.194 0.72 0.7 0.66 0.550.141 0.384 0.342 0.312 0.272 0.85 0.84 0.8 0.780.222 0.51 0.478 0.442 0.415 1.06 1.06 1.01 0.980.295 0.63 0.6 0.56 0.54 1.21 1.21 1.18 1.140.37 0.74 0.71 0.67 0.65 1.32 1.32 1.3 1.26
0.433 0.83 0.79 0.75 0.74 1.41 1.41 1.4 1.360.49 0.9 0.87 0.82 0.81 1.47 1.47 1.47 1.440.54 0.95 0.92 0.88 0.86 1.52 1.52 1.52 1.50.58 0.98 0.95 0.9 0.89 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 328: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/328.jpg)
Gleichlast um SLW von 1 t.m2 Gleichlast um SLW von 1 t.m2Mxm Mym Myr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.01 - - - 0.1- - - 0.01 - 0.08 - 0.28- 0.05 - 0.03 - 0.1 - 0.35- 0.1 - 0.05 - 0.18 0.03 0.35- 0.27 - 0.13 - 0.27 0.08 0.37
0.3 0.53 0.05 0.24 0.01 0.45 0.2 0.80.8 1.11 0.13 0.57 0.01 0.98 0.55 2.2
1.25 1.79 0.21 0.83 0.02 1.65 1 4.251.65 2.9 0.28 1.33 0.1 2.65 1.4 7.6
2 4.5 0.33 2.03 0.15 4.16 2 11.82.4 6.3 0.42 2.89 0.3 5.78 2.4 16.2
2.75 8.4 0.48 3.82 0.46 7.8 3 21.63.12 10.55 0.56 4.85 0.64 9.6 3.5 26.3
![Page 329: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/329.jpg)
53Nr. 53.1 ly/lx = 4
Mxm 0.042Mym 0.007Mxr 0.042Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 330: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/330.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.141 0.1 0.044 0.0290.02 0.3249 0.2451 0.1482 0.1159 0.18 0.14 0.081 0.048
0.045 0.4313 0.342 0.2489 0.2413 0.23 0.195 0.142 0.0970.079 0.5491 0.4579 0.38 0.3515 0.295 0.26 0.21 0.1650.118 0.6593 0.5795 0.5035 0.4465 0.36 0.32 0.27 0.2340.166 0.76 0.6802 0.6118 0.5529 0.436 0.391 0.35 0.3180.254 0.969 0.8892 0.8189 0.7505 0.57 0.52 0.493 0.4680.333 1.14 1.064 1.007 0.912 0.69 0.64 0.62 0.590.411 1.311 1.254 1.178 1.083 0.81 0.75 0.73 0.710.475 1.444 1.387 1.33 1.197 0.9 0.84 0.82 0.810.53 1.558 1.52 1.444 1.311 0.98 0.91 0.89 0.880.58 0.703 1.596 1.539 1.387 1.04 0.97 0.93 0.930.62 1.71 1.653 1.577 1.425 1.07 1 0.95 0.95
PRINCIPAL
![Page 331: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/331.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.19 0.12 0.05 - - - - -0.32 0.26 0.18 0.09 - - - - -0.47 0.43 0.35 0.23 - 0.05 - 0.02 -0.64 0.61 0.54 0.398 - 0.2 - 0.05 -0.76 0.74 0.69 0.55 - 0.45 - 0.11 -0.87 0.85 0.81 0.71 - 0.85 0.02 0.22 -1.05 1.05 1.01 0.97 0.05 1.72 0.08 0.45 0.0951.21 1.21 1.18 1.15 0.14 2.84 0.18 0.74 0.2661.34 1.34 1.31 1.28 0.26 4.5 0.32 1.17 0.4941.44 1.44 1.42 1.39 0.4 6.9 0.54 1.78 0.761.52 1.52 1.5 1.47 0.56 9.4 0.8 2.37 1.0641.57 1.57 1.56 1.53 0.7 12.2 1.04 3.13 1.331.59 1.59 1.58 1.56 0.9 15.85 1.28 3.96 1.71
![Page 332: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/332.jpg)
Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.05- - - - 0.1
0.095 - 0.06 - 0.350.38 - 0.1 - 0.8
0.855 - 0.15 0.01 1.451.615 0.05 0.3 0.05 2.13.268 0.15 0.66 0.1 3.45.396 0.31 1.17 0.33 4.78.55 0.5 1.98 0.8 7
13.11 0.9 3.15 1.4 10.317.86 1.36 4.35 2.1 1523.18 1.95 5.75 3 20.4
30.115 2.48 6.93 3.74 25.9
![Page 333: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/333.jpg)
53Nr. 53.2 ly/lx = 4
Mxm 0.042Mym 0.007Mxr 0.042Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
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Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.145 0.095 0.078 0.020.023 0.3249 0.2451 0.1482 0.1159 0.19 0.15 0.123 0.480.038 0.5054 0.4104 0.3325 0.228 0.22 0.18 0.152 0.80.064 0.6308 0.551 0.475 0.3705 0.262 0.216 0.19 0.1260.096 0.7581 0.6783 0.6042 0.5016 0.312 0.27 0.24 0.1940.141 0.8588 0.7885 0.703 0.627 0.384 0.342 0.312 0.2720.222 1.064 0.988 0.9215 0.836 0.51 0.478 0.442 0.4150.295 1.235 1.178 1.102 1.007 0.63 0.6 0.56 0.540.37 1.406 1.349 1.273 1.197 0.74 0.71 0.67 0.65
0.433 1.558 1.501 1.425 1.33 0.83 0.79 0.75 0.740.49 1.653 1.615 1.539 1.444 0.9 0.87 0.82 0.810.54 1.729 1.691 1.615 1.52 0.95 0.92 0.88 0.860.58 1.786 1.729 1.653 1.558 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 335: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/335.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.19 0.12 0.05 - - - 0.01 -0.32 0.26 0.18 0.09 - - - 0.01 -0.42 0.4 0.34 0.25 - 0.05 - 0.03 -0.58 0.56 0.51 0.4 - 0.1 - 0.05 -0.72 0.7 0.66 0.55 - 0.27 - 0.13 -0.85 0.84 0.8 0.78 0.3 0.53 0.05 0.24 0.571.06 1.06 1.01 0.98 0.8 1.11 0.13 0.57 1.521.21 1.21 1.18 1.14 1.25 1.79 0.21 0.83 2.3751.32 1.32 1.3 1.26 1.65 2.9 0.28 1.33 3.1351.41 1.41 1.4 1.36 2 4.5 0.33 2.03 3.81.47 1.47 1.47 1.44 2.4 6.3 0.42 2.89 4.561.52 1.52 1.52 1.5 2.75 8.4 0.48 3.82 5.2251.54 1.54 1.54 1.53 3.12 10.55 0.56 4.85 5.928
![Page 336: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/336.jpg)
Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.1- - 0.08 - 0.28
0.095 - 0.1 - 0.350.19 - 0.18 0.03 0.35
0.513 - 0.27 0.08 0.371.007 0.01 0.45 0.2 0.82.109 0.01 0.98 0.55 2.23.401 0.02 1.65 1 4.255.51 0.1 2.65 1.4 7.68.55 0.15 4.16 2 11.8
11.97 0.3 5.78 2.4 16.215.96 0.46 7.8 3 21.6
20.045 0.64 9.6 3.5 26.3
![Page 337: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/337.jpg)
54Nr. 54.1 ly/lx = 2
Mxm 0.042Mym 0.009Mxr 0.042Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 338: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/338.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.141 0.1 0.044 0.0290.02 0.3249 0.2451 0.1482 0.1159 0.18 0.14 0.081 0.048
0.045 0.4313 0.342 0.2489 0.2413 0.23 0.195 0.142 0.0970.079 0.5491 0.4579 0.38 0.3515 0.295 0.26 0.21 0.1650.118 0.6593 0.5795 0.5035 0.4465 0.36 0.32 0.27 0.2340.166 0.76 0.6802 0.6118 0.5529 0.436 0.391 0.35 0.3180.254 0.969 0.8892 0.8189 0.7505 0.57 0.52 0.493 0.4680.333 1.14 1.064 1.007 0.912 0.69 0.64 0.62 0.590.411 1.311 1.254 1.178 1.083 0.81 0.75 0.73 0.710.475 1.444 1.387 1.33 1.197 0.9 0.84 0.82 0.810.53 1.558 1.52 1.444 1.311 0.98 0.91 0.89 0.880.58 0.703 1.596 1.539 1.387 1.04 0.97 0.93 0.930.62 1.71 1.653 1.577 1.425 1.07 1 0.95 0.95
PRINCIPAL
![Page 339: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/339.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.19 0.12 0.05 - - - - -0.32 0.26 0.18 0.09 - - - - -0.47 0.43 0.35 0.23 - 0.05 - 0.02 -0.64 0.61 0.54 0.398 - 0.2 - 0.05 -0.76 0.74 0.69 0.55 - 0.45 - 0.11 -0.87 0.85 0.81 0.71 - 0.85 0.02 0.22 -1.05 1.05 1.01 0.97 0.05 1.72 0.08 0.45 0.0951.21 1.21 1.18 1.15 0.14 2.84 0.18 0.74 0.2661.34 1.34 1.31 1.28 0.26 4.5 0.32 1.17 0.4941.44 1.44 1.42 1.39 0.4 6.9 0.54 1.78 0.761.52 1.52 1.5 1.47 0.56 9.4 0.8 2.37 1.0641.57 1.57 1.56 1.53 0.7 12.2 1.04 3.13 1.331.59 1.59 1.58 1.56 0.9 15.85 1.28 3.96 1.71
![Page 340: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/340.jpg)
Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.05- - - - 0.1
0.095 - 0.06 - 0.350.38 - 0.1 - 0.8
0.855 - 0.15 0.01 1.451.615 0.05 0.3 0.05 2.13.268 0.15 0.66 0.1 3.45.396 0.31 1.17 0.33 4.78.55 0.5 1.98 0.8 7
13.11 0.9 3.15 1.4 10.317.86 1.36 4.35 2.1 1523.18 1.95 5.75 3 20.4
30.115 2.48 6.93 3.74 25.9
![Page 341: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/341.jpg)
54Nr. 54.2 ly/lx = 2
Mxm 0.042Mym 0.009Mxr 0.042Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 342: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/342.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.145 0.095 0.078 0.020.023 0.3249 0.2451 0.1482 0.1159 0.19 0.15 0.123 0.480.038 0.5054 0.4104 0.3325 0.228 0.22 0.18 0.152 0.80.064 0.6308 0.551 0.475 0.3705 0.262 0.216 0.19 0.1260.096 0.7581 0.6783 0.6042 0.5016 0.312 0.27 0.24 0.1940.141 0.8588 0.7885 0.703 0.627 0.384 0.342 0.312 0.2720.222 1.064 0.988 0.9215 0.836 0.51 0.478 0.442 0.4150.295 1.235 1.178 1.102 1.007 0.63 0.6 0.56 0.540.37 1.406 1.349 1.273 1.197 0.74 0.71 0.67 0.65
0.433 1.558 1.501 1.425 1.33 0.83 0.79 0.75 0.740.49 1.653 1.615 1.539 1.444 0.9 0.87 0.82 0.810.54 1.729 1.691 1.615 1.52 0.95 0.92 0.88 0.860.58 1.786 1.729 1.653 1.558 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 343: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/343.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.19 0.12 0.05 - - - 0.01 -0.32 0.26 0.18 0.09 - - - 0.01 -0.42 0.4 0.34 0.25 - 0.05 - 0.03 -0.58 0.56 0.51 0.4 - 0.1 - 0.05 -0.72 0.7 0.66 0.55 - 0.27 - 0.13 -0.85 0.84 0.8 0.78 0.3 0.53 0.05 0.24 0.571.06 1.06 1.01 0.98 0.8 1.11 0.13 0.57 1.521.21 1.21 1.18 1.14 1.25 1.79 0.21 0.83 2.3751.32 1.32 1.3 1.26 1.65 2.9 0.28 1.33 3.1351.41 1.41 1.4 1.36 2 4.5 0.33 2.03 3.81.47 1.47 1.47 1.44 2.4 6.3 0.42 2.89 4.561.52 1.52 1.52 1.5 2.75 8.4 0.48 3.82 5.2251.54 1.54 1.54 1.53 3.12 10.55 0.56 4.85 5.928
![Page 344: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/344.jpg)
Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.1- - 0.08 - 0.28
0.095 - 0.1 - 0.350.19 - 0.18 0.03 0.35
0.513 - 0.27 0.08 0.371.007 0.01 0.45 0.2 0.82.109 0.01 0.98 0.55 2.23.401 0.02 1.65 1 4.255.51 0.1 2.65 1.4 7.68.55 0.15 4.16 2 11.8
11.97 0.3 5.78 2.4 16.215.96 0.46 7.8 3 21.6
20.045 0.64 9.6 3.5 26.3
![Page 345: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/345.jpg)
55Nr. 55.1 ly/lx = 1.5
Mxm 0.042Mym 0.012Mxr 0.042Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
PRINCIPAL
![Page 346: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/346.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.141 0.1 0.044 0.0290.02 0.3249 0.2451 0.1482 0.1159 0.18 0.14 0.081 0.048
0.045 0.4313 0.342 0.2489 0.2413 0.23 0.195 0.142 0.0970.079 0.5491 0.4579 0.38 0.3515 0.295 0.26 0.21 0.1650.118 0.6593 0.5795 0.5035 0.4465 0.36 0.32 0.27 0.2340.166 0.76 0.6802 0.6118 0.5529 0.436 0.391 0.35 0.3180.254 0.969 0.8892 0.8189 0.7505 0.57 0.52 0.493 0.4680.333 1.14 1.064 1.007 0.912 0.69 0.64 0.62 0.590.411 1.311 1.254 1.178 1.083 0.81 0.75 0.73 0.710.475 1.444 1.387 1.33 1.197 0.9 0.84 0.82 0.810.53 1.558 1.52 1.444 1.311 0.98 0.91 0.89 0.880.58 0.703 1.596 1.539 1.387 1.04 0.97 0.93 0.930.62 1.71 1.653 1.577 1.425 1.07 1 0.95 0.95
PRINCIPAL
![Page 347: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/347.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.19 0.12 0.05 - - - - -0.32 0.26 0.18 0.09 - - - - -0.47 0.43 0.35 0.23 - 0.05 - 0.02 -0.64 0.61 0.54 0.398 - 0.2 - 0.05 -0.76 0.74 0.69 0.55 - 0.45 - 0.11 -0.87 0.85 0.81 0.71 - 0.85 0.02 0.22 -1.05 1.05 1.01 0.97 0.05 1.72 0.08 0.45 0.0951.21 1.21 1.18 1.15 0.14 2.84 0.18 0.74 0.2661.34 1.34 1.31 1.28 0.26 4.5 0.32 1.17 0.4941.44 1.44 1.42 1.39 0.4 6.9 0.54 1.78 0.761.52 1.52 1.5 1.47 0.56 9.4 0.8 2.37 1.0641.57 1.57 1.56 1.53 0.7 12.2 1.04 3.13 1.331.59 1.59 1.58 1.56 0.9 15.85 1.28 3.96 1.71
![Page 348: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/348.jpg)
Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.05- - - - 0.1
0.095 - 0.06 - 0.350.38 - 0.1 - 0.8
0.855 - 0.15 0.01 1.451.615 0.05 0.3 0.05 2.13.268 0.15 0.66 0.1 3.45.396 0.31 1.17 0.33 4.78.55 0.5 1.98 0.8 7
13.11 0.9 3.15 1.4 10.317.86 1.36 4.35 2.1 1523.18 1.95 5.75 3 20.4
30.115 2.48 6.93 3.74 25.9
![Page 349: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/349.jpg)
55Nr. 55.2 ly/lx = 1.5
Mxm 0.042Mym 0.012Mxr 0.042Myr 0.018Mxe 0.083
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 350: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/350.jpg)
Mym in Plattenmitte Mxr Myr t/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.145 0.095 0.078 0.020.023 0.3249 0.2451 0.1482 0.1159 0.19 0.15 0.123 0.480.038 0.5054 0.4104 0.3325 0.228 0.22 0.18 0.152 0.80.064 0.6308 0.551 0.475 0.3705 0.262 0.216 0.19 0.1260.096 0.7581 0.6783 0.6042 0.5016 0.312 0.27 0.24 0.1940.141 0.8588 0.7885 0.703 0.627 0.384 0.342 0.312 0.2720.222 1.064 0.988 0.9215 0.836 0.51 0.478 0.442 0.4150.295 1.235 1.178 1.102 1.007 0.63 0.6 0.56 0.540.37 1.406 1.349 1.273 1.197 0.74 0.71 0.67 0.65
0.433 1.558 1.501 1.425 1.33 0.83 0.79 0.75 0.740.49 1.653 1.615 1.539 1.444 0.9 0.87 0.82 0.810.54 1.729 1.691 1.615 1.52 0.95 0.92 0.88 0.860.58 1.786 1.729 1.653 1.558 0.98 0.95 0.9 0.89
PRINCIPAL
![Page 351: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/351.jpg)
Gleichlast um SLW von 1 t.m2 Mxe in randmitte Mxm Mym Mxr
t/a für alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.25 0.19 0.12 0.05 - - - 0.01 -0.32 0.26 0.18 0.09 - - - 0.01 -0.42 0.4 0.34 0.25 - 0.05 - 0.03 -0.58 0.56 0.51 0.4 - 0.1 - 0.05 -0.72 0.7 0.66 0.55 - 0.27 - 0.13 -0.85 0.84 0.8 0.78 0.3 0.53 0.05 0.24 0.571.06 1.06 1.01 0.98 0.8 1.11 0.13 0.57 1.521.21 1.21 1.18 1.14 1.25 1.79 0.21 0.83 2.3751.32 1.32 1.3 1.26 1.65 2.9 0.28 1.33 3.1351.41 1.41 1.4 1.36 2 4.5 0.33 2.03 3.81.47 1.47 1.47 1.44 2.4 6.3 0.42 2.89 4.561.52 1.52 1.52 1.5 2.75 8.4 0.48 3.82 5.2251.54 1.54 1.54 1.53 3.12 10.55 0.56 4.85 5.928
![Page 352: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/352.jpg)
Gleichlast um SLW von 1 t.m2Mxr Myr Mxe
für alle Werte t/a
p' p p' p p'- - - - 0.1- - 0.08 - 0.28
0.095 - 0.1 - 0.350.19 - 0.18 0.03 0.35
0.513 - 0.27 0.08 0.371.007 0.01 0.45 0.2 0.82.109 0.01 0.98 0.55 2.23.401 0.02 1.65 1 4.255.51 0.1 2.65 1.4 7.68.55 0.15 4.16 2 11.8
11.97 0.3 5.78 2.4 16.215.96 0.46 7.8 3 21.6
20.045 0.64 9.6 3.5 26.3
![Page 353: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/353.jpg)
56Nr. 56.1 ly/lx = 1.2
Mxm 0.04Mym 0.017Mxr 0.042Mxe 0.08
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 354: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/354.jpg)
Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.02 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.09
0.045 0.4313 0.342 0.2489 0.2413 0.47 0.43 0.35 0.230.079 0.5491 0.4579 0.38 0.3515 0.64 0.61 0.54 0.3980.118 0.6593 0.5795 0.5035 0.4465 0.76 0.74 0.69 0.550.166 0.76 0.6802 0.6118 0.5529 0.87 0.85 0.81 0.710.254 0.969 0.8892 0.8189 0.7505 1.05 1.05 1.01 0.970.333 1.14 1.064 1.007 0.912 1.21 1.21 1.18 1.150.411 1.311 1.254 1.178 1.083 1.34 1.34 1.31 1.280.475 1.444 1.387 1.33 1.197 1.44 1.44 1.42 1.390.53 1.558 1.52 1.444 1.311 1.52 1.52 1.5 1.470.58 0.703 1.596 1.539 1.387 1.57 1.57 1.56 1.530.62 1.71 1.653 1.577 1.425 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 355: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/355.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.05- - - - - - - 0.1- 0.05 - 0.02 - 0.095 - 0.35- 0.2 - 0.05 - 0.38 - 0.8- 0.45 - 0.11 - 0.855 0.01 1.45- 0.85 0.02 0.22 - 1.615 0.05 2.1
0.05 1.72 0.08 0.45 0.095 3.268 0.1 3.40.14 2.84 0.18 0.74 0.266 5.396 0.33 4.70.26 4.5 0.32 1.17 0.494 8.55 0.8 70.4 6.9 0.54 1.78 0.76 13.11 1.4 10.3
0.56 9.4 0.8 2.37 1.064 17.86 2.1 150.7 12.2 1.04 3.13 1.33 23.18 3 20.40.9 15.85 1.28 3.96 1.71 30.115 3.74 25.9
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Gleichlast um SLW von 1 t.m2
![Page 357: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/357.jpg)
56Nr. 56.2 ly/lx = 1.2
Mxm 0.04Mym 0.017Mxr 0.042Mxe 0.08
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 358: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/358.jpg)
Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.023 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.090.038 0.5054 0.4104 0.3325 0.228 0.42 0.4 0.34 0.250.064 0.6308 0.551 0.475 0.3705 0.58 0.56 0.51 0.40.096 0.7581 0.6783 0.6042 0.5016 0.72 0.7 0.66 0.550.141 0.8588 0.7885 0.703 0.627 0.85 0.84 0.8 0.780.222 1.064 0.988 0.9215 0.836 1.06 1.06 1.01 0.980.295 1.235 1.178 1.102 1.007 1.21 1.21 1.18 1.140.37 1.406 1.349 1.273 1.197 1.32 1.32 1.3 1.26
0.433 1.558 1.501 1.425 1.33 1.41 1.41 1.4 1.360.49 1.653 1.615 1.539 1.444 1.47 1.47 1.47 1.440.54 1.729 1.691 1.615 1.52 1.52 1.52 1.52 1.50.58 1.786 1.729 1.653 1.558 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 359: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/359.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.01 - - - 0.1- - - 0.01 - - - 0.28- 0.05 - 0.03 - 0.095 - 0.35- 0.1 - 0.05 - 0.19 0.03 0.35- 0.27 - 0.13 - 0.513 0.08 0.37
0.3 0.53 0.05 0.24 0.57 1.007 0.2 0.80.8 1.11 0.13 0.57 1.52 2.109 0.55 2.2
1.25 1.79 0.21 0.83 2.375 3.401 1 4.251.65 2.9 0.28 1.33 3.135 5.51 1.4 7.6
2 4.5 0.33 2.03 3.8 8.55 2 11.82.4 6.3 0.42 2.89 4.56 11.97 2.4 16.2
2.75 8.4 0.48 3.82 5.225 15.96 3 21.63.12 10.55 0.56 4.85 5.928 20.045 3.5 26.3
![Page 360: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/360.jpg)
57Nr. 57.1 ly/lx = 1
Mxm 0.038Mym 0.021Mxr 0.042Mxe 0.075
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 361: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/361.jpg)
Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.02 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.09
0.045 0.4313 0.342 0.2489 0.2413 0.47 0.43 0.35 0.230.079 0.5491 0.4579 0.38 0.3515 0.64 0.61 0.54 0.3980.118 0.6593 0.5795 0.5035 0.4465 0.76 0.74 0.69 0.550.166 0.76 0.6802 0.6118 0.5529 0.87 0.85 0.81 0.710.254 0.969 0.8892 0.8189 0.7505 1.05 1.05 1.01 0.970.333 1.14 1.064 1.007 0.912 1.21 1.21 1.18 1.150.411 1.311 1.254 1.178 1.083 1.34 1.34 1.31 1.280.475 1.444 1.387 1.33 1.197 1.44 1.44 1.42 1.390.53 1.558 1.52 1.444 1.311 1.52 1.52 1.5 1.470.58 0.703 1.596 1.539 1.387 1.57 1.57 1.56 1.530.62 1.71 1.653 1.577 1.425 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 362: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/362.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.05- - - - - - - 0.1- 0.05 - 0.02 - 0.095 - 0.35- 0.2 - 0.05 - 0.38 - 0.8- 0.45 - 0.11 - 0.855 0.01 1.45- 0.85 0.02 0.22 - 1.615 0.05 2.1
0.05 1.72 0.08 0.45 0.095 3.268 0.1 3.40.14 2.84 0.18 0.74 0.266 5.396 0.33 4.70.26 4.5 0.32 1.17 0.494 8.55 0.8 70.4 6.9 0.54 1.78 0.76 13.11 1.4 10.3
0.56 9.4 0.8 2.37 1.064 17.86 2.1 150.7 12.2 1.04 3.13 1.33 23.18 3 20.40.9 15.85 1.28 3.96 1.71 30.115 3.74 25.9
![Page 363: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/363.jpg)
57Nr. 57.2 ly/lx = 1
Mxm 0.038Mym 0.021Mxr 0.042Mxe 0.075
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 364: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/364.jpg)
Mym in Plattenmitte Mxr Mxe in randmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.023 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.090.038 0.5054 0.4104 0.3325 0.228 0.42 0.4 0.34 0.250.064 0.6308 0.551 0.475 0.3705 0.58 0.56 0.51 0.40.096 0.7581 0.6783 0.6042 0.5016 0.72 0.7 0.66 0.550.141 0.8588 0.7885 0.703 0.627 0.85 0.84 0.8 0.780.222 1.064 0.988 0.9215 0.836 1.06 1.06 1.01 0.980.295 1.235 1.178 1.102 1.007 1.21 1.21 1.18 1.140.37 1.406 1.349 1.273 1.197 1.32 1.32 1.3 1.26
0.433 1.558 1.501 1.425 1.33 1.41 1.41 1.4 1.360.49 1.653 1.615 1.539 1.444 1.47 1.47 1.47 1.440.54 1.729 1.691 1.615 1.52 1.52 1.52 1.52 1.50.58 1.786 1.729 1.653 1.558 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 365: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/365.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - 0.01 - - - 0.1- - - 0.01 - - - 0.28- 0.05 - 0.03 - 0.095 - 0.35- 0.1 - 0.05 - 0.19 0.03 0.35- 0.27 - 0.13 - 0.513 0.08 0.37
0.3 0.53 0.05 0.24 0.57 1.007 0.2 0.80.8 1.11 0.13 0.57 1.52 2.109 0.55 2.2
1.25 1.79 0.21 0.83 2.375 3.401 1 4.251.65 2.9 0.28 1.33 3.135 5.51 1.4 7.6
2 4.5 0.33 2.03 3.8 8.55 2 11.82.4 6.3 0.42 2.89 4.56 11.97 2.4 16.2
2.75 8.4 0.48 3.82 5.225 15.96 3 21.63.12 10.55 0.56 4.85 5.928 20.045 3.5 26.3
![Page 366: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/366.jpg)
58Nr. 58.1 ly/lx = ∞
Mxm 0.125Mym 0.021Mye 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
![Page 367: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/367.jpg)
Mym in Plattenmitte Mye Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.27 0.205 0.125 0.1 0.1 0.074 0.045 0.020.053 0.365 0.35 0.235 0.177 0.18 0.135 0.085 0.040.103 0.5 0.485 0.42 0.33 0.241 0.196 0.147 0.0870.172 0.69 0.68 0.63 0.52 0.314 0.276 0.227 0.1620.238 0.84 0.84 0.8 0.64 0.389 0.352 308 0.2380.314 0.97 0.97 0.94 0.74 0.453 0.413 0.378 0.3090.444 1.17 1.17 1.15 0.91 0.58 0.54 0.495 0.4420.55 1.3 1.3 1.3 1.05 0.67 0.63 0.6 0.560.64 1.4 1.4 1.4 1.17 0.74 0.7 0.68 0.650.71 1.48 1.48 1.48 1.28 0.81 0.77 0.74 0.730.78 1.54 1.54 1.54 1.38 0.87 0.82 0.8 0.790.84 1.59 1.59 1.59 1.47 0.92 0.87 0.85 0.840.88 1.63 1.63 1.63 1.57 0.96 0.92 0.89 0.87
PRINCIPAL
![Page 368: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/368.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mye Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.1 - - - - - 0.02- 0.2 - - - 0.1 - 0.03- 0.5 - 0.09 - 0.3 - 0.04- 1 - 0.19 - 0.7 - 0.09- 1.78 - 0.32 - 1.02 - 0.17
0.1 2.8 0.04 0.55 0.05 2.05 0.02 0.350.25 5.6 0.17 1.23 0.25 4.44 0.1 0.790.54 9.6 0.4 2.26 0.69 7.51 0.31 1.440.8 14.6 0.64 3.57 1.6 12.1 0.6 2.291.1 20.6 0.93 5.18 3 18.1 0.95 3.31.5 27.5 1.26 7.08 4.6 24.6 1.4 4.541.8 35.4 1.57 9.23 6.2 32 1.85 6
2.16 44 0.192 11.63 7.78 40.3 2.24 8.19
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58Nr. 58.2 ly/lx = ∞
Mxm 0.125Mym 0.021Mye 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
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Mym in Plattenmitte Mye Myrt/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.32 0.255 0.16 0.16 0.1 0.076 0.042 0.0150.063 0.405 0.365 0.28 0.19 0.174 0.133 0.082 0.0360.118 0.55 0.53 0.47 0.37 0.223 0.177 0.131 0.0820.179 0.72 0.7 0.66 0.57 0.275 0.235 0.197 0.1580.253 0.85 0.85 0.82 0.74 0.334 0.3 0.271 0.2360.323 0.99 0.99 0.96 0.89 0.41 0.376 0.343 0.310.433 1.2 1.2 1.19 1.13 0.53 0.498 0.474 0.4310.53 1.36 1.36 1.36 1.3 0.63 0.59 0.56 0.530.62 1.48 1.48 1.48 1.42 0.71 0.67 0.64 0.610.7 1.56 1.56 1.56 1.51 0.77 0.74 0.71 0.68
0.76 1.62 1.62 1.62 1.58 0.84 0.8 0.77 0.740.82 1.66 1.66 1.66 1.63 0.89 0.85 0.82 0.790.87 1.67 1.67 1.67 1.67 0.94 0.9 0.88 0.83
PRINCIPAL
![Page 371: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/371.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mye Myr
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.02- 0.15 - 0.03 - 0.1 - 0.04
0.1 0.23 0.02 0.07 0.05 0.2 - 0.070.25 0.4 0.04 0.12 0.2 0.65 - 0.160.58 0.96 0.1 0.24 0.39 0.95 - 0.28
1 1.35 0.17 0.4 0.75 1.55 0.01 0.52.2 2.85 0.37 1.03 1.4 3.4 0.07 1.05
3.46 5.65 0.58 2.03 2.1 5.79 0.15 1.754.7 8 0.78 3.06 3 9.5 0.28 2.73
5.75 11.8 0.92 4.54 4.3 15 0.46 3.856.9 16.4 1.29 6.28 5.5 20.6 0.69 5.298 22.1 1.3 8.25 6.8 26.9 0.93 7.08
9.12 28.7 1.46 10.67 8.33 34.3 1.08 9.5
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59Nr. 59.1 ly/lx = 4
Mxm 0.125Mym 0.021Mxr 0.125Mye 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
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Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.48 0.35 0.2 0.12 0.27 0.205 0.125 0.10.053 0.67 0.52 0.38 0.225 0.365 0.35 0.235 0.1770.103 0.89 0.72 0.54 0.39 0.5 0.485 0.42 0.330.172 1.19 1.03 0.85 0.58 0.69 0.68 0.63 0.520.238 1.43 1.3 1.12 0.79 0.84 0.84 0.8 0.640.314 1.68 1.54 1.38 1.03 0.97 0.97 0.94 0.740.444 1.99 1.93 1.8 1.4 1.17 1.17 1.15 0.910.55 2.22 2.21 2.13 1.68 1.3 1.3 1.3 1.050.64 2.42 2.42 2.4 1.93 1.4 1.4 1.4 1.170.71 2.59 2.59 2.59 2.13 1.48 1.48 1.48 1.280.78 2.73 2.73 2.73 2.28 1.54 1.54 1.54 1.380.84 2.84 2.84 2.84 2.42 1.59 1.59 1.59 1.470.88 2.92 2.92 2.92 2.54 1.63 1.63 1.63 1.57
PRINCIPAL
![Page 374: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/374.jpg)
Gleichlast um SLW von 1 t.m2 Myr Mxm Mymt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.1 0.074 0.045 0.02 - 0.1 - - -0.18 0.135 0.085 0.04 - 0.2 - - -
0.241 0.196 0.147 0.087 - 0.5 - 0.09 -0.314 0.276 0.227 0.162 - 1 - 0.19 -0.389 0.352 308 0.238 - 1.78 - 0.32 -0.453 0.413 0.378 0.309 0.1 2.8 0.04 0.55 0.10.58 0.54 0.495 0.442 0.25 5.6 0.17 1.23 0.20.67 0.63 0.6 0.56 0.54 9.6 0.4 2.26 0.780.74 0.7 0.68 0.65 0.8 14.6 0.64 3.57 1.40.81 0.77 0.74 0.73 1.1 20.6 0.93 5.18 2.40.87 0.82 0.8 0.79 1.5 27.5 1.26 7.08 3.40.92 0.87 0.85 0.84 1.8 35.4 1.57 9.23 4.30.96 0.92 0.89 0.87 2.16 44 0.192 11.63 5.52
![Page 375: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/375.jpg)
Mye Myrfür alle Werte t/a
p' p p' p p'0.05 - - - 0.020.2 - 0.1 - 0.030.3 - 0.3 - 0.040.5 - 0.7 - 0.09
1.13 - 1.02 - 0.171.8 0.05 2.05 0.02 0.353.8 0.25 4.44 0.1 0.79
6.28 0.69 7.51 0.31 1.4410.2 1.6 12.1 0.6 2.2915.6 3 18.1 0.95 3.321.8 4.6 24.6 1.4 4.5428.4 6.2 32 1.85 636.2 7.78 40.3 2.24 8.19
![Page 376: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/376.jpg)
59Nr. 59.2 ly/lx = 4
Mxm 0.125Mym 0.021Mxr 0.125Mye 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
![Page 377: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/377.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.44 0.34 0.23 0.06 0.32 0.255 0.16 0.160.063 0.71 0.465 0.325 0.15 0.405 0.365 0.28 0.190.118 0.89 0.64 0.48 0.41 0.55 0.53 0.47 0.370.179 1.1 0.87 0.7 0.59 0.72 0.7 0.66 0.570.253 1.29 1.12 0.93 0.78 0.85 0.85 0.82 0.740.323 1.46 1.36 1.17 1 0.99 0.99 0.96 0.890.433 1.77 1.76 1.58 1.38 1.2 1.2 1.19 1.130.53 2.03 2.03 1.94 1.67 1.36 1.36 1.36 1.30.62 2.26 2.26 2.24 1.89 1.48 1.48 1.48 1.420.7 2.43 2.43 2.43 2.07 1.56 1.56 1.56 1.51
0.76 2.56 2.56 2.56 2.21 1.62 1.62 1.62 1.580.82 2.65 2.65 2.65 2.29 1.66 1.66 1.66 1.630.87 2.7 2.7 2.7 2.33 1.67 1.67 1.67 1.67
PRINCIPAL
![Page 378: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/378.jpg)
Gleichlast um SLW von 1 t.m2 Myr Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.1 0.076 0.042 0.015 - - - - -0.174 0.133 0.082 0.036 - 0.15 - 0.03 -0.223 0.177 0.131 0.082 0.1 0.23 0.02 0.07 0.10.275 0.235 0.197 0.158 0.25 0.4 0.04 0.12 0.20.334 0.3 0.271 0.236 0.58 0.96 0.1 0.24 0.280.41 0.376 0.343 0.31 1 1.35 0.17 0.4 0.40.53 0.498 0.474 0.431 2.2 2.85 0.37 1.03 0.90.63 0.59 0.56 0.53 3.46 5.65 0.58 2.03 1.80.71 0.67 0.64 0.61 4.7 8 0.78 3.06 2.90.77 0.74 0.71 0.68 5.75 11.8 0.92 4.54 4.10.84 0.8 0.77 0.74 6.9 16.4 1.29 6.28 5.50.89 0.85 0.82 0.79 8 22.1 1.3 8.25 7.10.94 0.9 0.88 0.83 9.12 28.7 1.46 10.67 9.05
![Page 379: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/379.jpg)
Mxr Mye Myrfür alle Werte t/a
p' p p' p p'- - - - 0.02
0.05 - 0.1 - 0.040.2 0.05 0.2 - 0.070.3 0.2 0.65 - 0.16
0.54 0.39 0.95 - 0.281.3 0.75 1.55 0.01 0.53.2 1.4 3.4 0.07 1.05
6.42 2.1 5.79 0.15 1.7511 3 9.5 0.28 2.73
16.3 4.3 15 0.46 3.8522.5 5.5 20.6 0.69 5.2929 6.8 26.9 0.93 7.08
35.6 8.33 34.3 1.08 9.5
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60Nr. 60.1 ly/lx = 2
Mxm 0.11Mym 0.035Mxr 0.125Mye 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
![Page 381: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/381.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.48 0.35 0.2 0.12 0.27 0.205 0.125 0.10.053 0.67 0.52 0.38 0.225 0.365 0.35 0.235 0.1770.103 0.89 0.72 0.54 0.39 0.5 0.485 0.42 0.330.172 1.19 1.03 0.85 0.58 0.69 0.68 0.63 0.520.238 1.43 1.3 1.12 0.79 0.84 0.84 0.8 0.640.314 1.68 1.54 1.38 1.03 0.97 0.97 0.94 0.740.444 1.99 1.93 1.8 1.4 1.17 1.17 1.15 0.910.55 2.22 2.21 2.13 1.68 1.3 1.3 1.3 1.050.64 2.42 2.42 2.4 1.93 1.4 1.4 1.4 1.170.71 2.59 2.59 2.59 2.13 1.48 1.48 1.48 1.280.78 2.73 2.73 2.73 2.28 1.54 1.54 1.54 1.380.84 2.84 2.84 2.84 2.42 1.59 1.59 1.59 1.470.88 2.92 2.92 2.92 2.54 1.63 1.63 1.63 1.57
PRINCIPAL
![Page 382: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/382.jpg)
Gleichlast um SLW von 1 t.m2 Myr Mxm Mymt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.1 0.074 0.045 0.02 - 0.1 - - -0.18 0.135 0.085 0.04 - 0.2 - - -
0.241 0.196 0.147 0.087 - 0.5 - 0.09 -0.314 0.276 0.227 0.162 - 1 - 0.19 -0.389 0.352 308 0.238 - 1.78 - 0.32 -0.453 0.413 0.378 0.309 0.1 2.8 0.04 0.55 0.10.58 0.54 0.495 0.442 0.25 5.6 0.17 1.23 0.20.67 0.63 0.6 0.56 0.54 9.6 0.4 2.26 0.780.74 0.7 0.68 0.65 0.8 14.6 0.64 3.57 1.40.81 0.77 0.74 0.73 1.1 20.6 0.93 5.18 2.40.87 0.82 0.8 0.79 1.5 27.5 1.26 7.08 3.40.92 0.87 0.85 0.84 1.8 35.4 1.57 9.23 4.30.96 0.92 0.89 0.87 2.16 44 0.192 11.63 5.52
![Page 383: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/383.jpg)
Mye Myrfür alle Werte t/a
p' p p' p p'0.05 - - - 0.020.2 - 0.1 - 0.030.3 - 0.3 - 0.040.5 - 0.7 - 0.09
1.13 - 1.02 - 0.171.8 0.05 2.05 0.02 0.353.8 0.25 4.44 0.1 0.79
6.28 0.69 7.51 0.31 1.4410.2 1.6 12.1 0.6 2.2915.6 3 18.1 0.95 3.321.8 4.6 24.6 1.4 4.5428.4 6.2 32 1.85 636.2 7.78 40.3 2.24 8.19
![Page 384: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/384.jpg)
60Nr. 60.2 ly/lx = 2
Mxm 0.11Mym 0.035Mxr 0.125Mye 0.125Myr 0.034
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
![Page 385: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/385.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.44 0.34 0.23 0.06 0.32 0.255 0.16 0.160.063 0.71 0.465 0.325 0.15 0.405 0.365 0.28 0.190.118 0.89 0.64 0.48 0.41 0.55 0.53 0.47 0.370.179 1.1 0.87 0.7 0.59 0.72 0.7 0.66 0.570.253 1.29 1.12 0.93 0.78 0.85 0.85 0.82 0.740.323 1.46 1.36 1.17 1 0.99 0.99 0.96 0.890.433 1.77 1.76 1.58 1.38 1.2 1.2 1.19 1.130.53 2.03 2.03 1.94 1.67 1.36 1.36 1.36 1.30.62 2.26 2.26 2.24 1.89 1.48 1.48 1.48 1.420.7 2.43 2.43 2.43 2.07 1.56 1.56 1.56 1.51
0.76 2.56 2.56 2.56 2.21 1.62 1.62 1.62 1.580.82 2.65 2.65 2.65 2.29 1.66 1.66 1.66 1.630.87 2.7 2.7 2.7 2.33 1.67 1.67 1.67 1.67
PRINCIPAL
![Page 386: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/386.jpg)
Gleichlast um SLW von 1 t.m2 Myr Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.1 0.076 0.042 0.015 - - - - -0.174 0.133 0.082 0.036 - 0.15 - 0.03 -0.223 0.177 0.131 0.082 0.1 0.23 0.02 0.07 0.10.275 0.235 0.197 0.158 0.25 0.4 0.04 0.12 0.20.334 0.3 0.271 0.236 0.58 0.96 0.1 0.24 0.280.41 0.376 0.343 0.31 1 1.35 0.17 0.4 0.40.53 0.498 0.474 0.431 2.2 2.85 0.37 1.03 0.90.63 0.59 0.56 0.53 3.46 5.65 0.58 2.03 1.80.71 0.67 0.64 0.61 4.7 8 0.78 3.06 2.90.77 0.74 0.71 0.68 5.75 11.8 0.92 4.54 4.10.84 0.8 0.77 0.74 6.9 16.4 1.29 6.28 5.50.89 0.85 0.82 0.79 8 22.1 1.3 8.25 7.10.94 0.9 0.88 0.83 9.12 28.7 1.46 10.67 9.05
![Page 387: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/387.jpg)
Mxr Mye Myrfür alle Werte t/a
p' p p' p p'- - - - 0.02
0.05 - 0.1 - 0.040.2 0.05 0.2 - 0.070.3 0.2 0.65 - 0.16
0.54 0.39 0.95 - 0.281.3 0.75 1.55 0.01 0.53.2 1.4 3.4 0.07 1.05
6.42 2.1 5.79 0.15 1.7511 3 9.5 0.28 2.73
16.3 4.3 15 0.46 3.8522.5 5.5 20.6 0.69 5.2929 6.8 26.9 0.93 7.08
35.6 8.33 34.3 1.08 9.5
![Page 388: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/388.jpg)
61Nr. 61.1 ly/lx = 1.5
Mxm 0.096Mym 0.04Mxr 0.115Mye 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
![Page 389: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/389.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02 0.4416 0.322 0.184 0.1104 0.297 0.2255 0.1375 0.110.053 0.6164 0.4784 0.3496 0.207 0.4015 0.385 0.2585 0.19470.103 0.8188 0.6624 0.4968 0.3588 0.55 0.5335 0.462 0.3630.172 1.0948 0.9476 0.782 0.5336 0.759 0.748 0.693 0.5720.238 1.3156 1.196 1.0304 0.7268 0.924 0.924 0.88 0.7040.314 1.5456 1.4168 1.2696 0.9476 1.067 1.067 1.034 0.8140.444 1.8308 1.7756 1.656 1.288 1.287 1.287 1.265 1.0010.55 2.0424 2.0332 1.9596 1.5456 1.43 1.43 1.43 1.1550.64 2.2264 2.2264 2.208 1.7756 1.54 1.54 1.54 1.2870.71 2.3828 2.3828 2.3828 1.9596 1.628 1.628 1.628 1.4080.78 2.5116 2.5116 2.5116 2.0976 1.694 1.694 1.694 1.5180.84 2.6128 2.6128 2.6128 2.2264 1.749 1.749 1.749 1.6170.88 2.6864 2.6864 2.6864 2.3368 1.793 1.793 1.793 1.727
PRINCIPAL
![Page 390: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/390.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mye
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.1 - - - 0.046 - -- 0.2 - - - 0.184 - 0.11- 0.5 - 0.09 - 0.276 - 0.33- 1 - 0.19 - 0.46 - 0.77- 1.78 - 0.32 - 1.0396 - 1.122
0.1 2.8 0.04 0.55 0.092 1.656 0.055 2.2550.25 5.6 0.17 1.23 0.184 3.496 0.275 4.8840.54 9.6 0.4 2.26 0.7176 5.7776 0.759 8.2610.8 14.6 0.64 3.57 1.288 9.384 1.76 13.311.1 20.6 0.93 5.18 2.208 14.352 3.3 19.911.5 27.5 1.26 7.08 3.128 20.056 5.06 27.061.8 35.4 1.57 9.23 3.956 26.128 6.82 35.2
2.16 44 0.192 11.63 5.0784 33.304 8.558 44.33
![Page 391: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/391.jpg)
61Nr. 61.2 ly/lx = 1.5
Mxm 0.096Mym 0.04Mxr 0.115Mye 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
![Page 392: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/392.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.028 0.4048 0.3128 0.2116 0.0552 0.352 0.2805 0.176 0.1760.063 0.6532 0.4278 0.299 0.138 0.4455 0.4015 0.308 0.2090.118 0.8188 0.5888 0.4416 0.3772 0.605 0.583 0.517 0.4070.179 1.012 0.8004 0.644 0.5428 0.792 0.77 0.726 0.6270.253 1.1868 1.0304 0.8556 0.7176 0.935 0.935 0.902 0.8140.323 1.3432 1.2512 1.0764 0.92 1.089 1.089 1.056 0.9790.433 1.6284 1.6192 1.4536 1.2696 1.32 1.32 1.309 1.2430.53 1.8676 1.8676 1.7848 1.5364 1.496 1.496 1.496 1.430.62 2.0792 2.0792 2.0608 1.7388 1.628 1.628 1.628 1.5620.7 2.2356 2.2356 2.2356 1.9044 1.716 1.716 1.716 1.661
0.76 2.3552 2.3552 2.3552 2.0332 1.782 1.782 1.782 1.7380.82 2.438 2.438 2.438 2.1068 1.826 1.826 1.826 1.7930.87 2.484 2.484 2.484 2.1436 1.837 1.837 1.837 1.837
PRINCIPAL
![Page 393: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/393.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mye
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - -- 0.15 - 0.03 - 0.046 - 0.11
0.1 0.23 0.02 0.07 0.092 0.184 0.055 0.220.25 0.4 0.04 0.12 0.184 0.276 0.22 0.7150.58 0.96 0.1 0.24 0.2576 0.4968 0.429 1.045
1 1.35 0.17 0.4 0.368 1.196 0.825 1.7052.2 2.85 0.37 1.03 0.828 2.944 1.54 3.74
3.46 5.65 0.58 2.03 1.656 5.9064 2.31 6.3694.7 8 0.78 3.06 2.668 10.12 3.3 10.45
5.75 11.8 0.92 4.54 3.772 14.996 4.73 16.56.9 16.4 1.29 6.28 5.06 20.7 6.05 22.668 22.1 1.3 8.25 6.532 26.68 7.48 29.59
9.12 28.7 1.46 10.67 8.326 32.752 9.163 37.73
![Page 394: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/394.jpg)
62Nr. 62.1 ly/lx = 1.2
Mxm 0.075Mym 0.039Mxr 0.103Mye 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.13468 0.08099 0.058241 0.250 0.21 0.155 0.115 0.182 0.13013 0.07826
1.5 0.380 0.304 0.29 0.215 0.23842 0.18746 0.125582 0.52 0.487 0.438 0.376 0.30758 0.26208 0.18655
2.5 0.63 0.6 0.55 0.5 0.37765 0.33306 0.247523 0.71 0.69 0.64 0.59 0.45045 0.40131 0.311224 0.85 0.83 0.79 0.75 0.5733 0.5187 0.42775 0.96 0.94 0.91 0.87 0.6552 0.6097 0.52786 1.04 1.03 1 0.96 0.7371 0.6916 0.60067 1.11 1.1 1.08 1.03 0.8008 0.7553 0.67348 1.17 1.15 1.13 1.09 0.8645 0.8008 0.7289 1.22 1.2 1.18 1.13 0.8918 0.8554 0.7826
10 1.25 1.24 1.22 1.17 0.9282 0.8918 0.819
![Page 395: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/395.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0182 0.3936 0.287 0.164 0.0984 0.182 0.154 0.112 0.0560.04823 0.5494 0.4264 0.3116 0.1845 0.392 0.336 0.252 0.140.09373 0.7298 0.5904 0.4428 0.3198 0.651 0.595 0.504 0.3710.15652 0.9758 0.8446 0.697 0.4756 0.896 0.854 0.77 0.6580.21658 1.1726 1.066 0.9184 0.6478 1.12 1.078 1.008 0.910.28574 1.3776 1.2628 1.1316 0.8446 1.302 1.26 1.218 1.120.40404 1.6318 1.5826 1.476 1.148 1.61 1.582 1.554 1.470.5005 1.8204 1.8122 1.7466 1.3776 1.806 1.792 1.764 1.7080.5824 1.9844 1.9844 1.968 1.5826 1.946 1.932 1.904 1.8620.6461 2.1238 2.1238 2.1238 1.7466 2.058 2.044 2.03 1.9880.7098 2.2386 2.2386 2.2386 1.8696 2.128 2.114 2.114 2.0720.7644 2.3288 2.3288 2.3288 1.9844 2.198 2.198 2.198 2.1420.8008 2.3944 2.3944 2.3944 2.0828 2.254 2.254 2.254 2.212
PRINCIPAL
![Page 396: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/396.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mye
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.1 - - - 0.041 - 0.14- 0.2 - - - 0.164 - 0.28- 0.5 - 0.0819 - 0.246 - 0.308- 1 - 0.1729 - 0.41 - 0.35- 1.78 - 0.2912 - 0.9266 - 0.378
0.1 2.8 0.0364 0.5005 0.082 1.476 0.084 0.980.25 5.6 0.1547 1.1193 0.164 3.116 0.42 3.780.54 9.6 0.364 2.0566 0.6396 5.1496 0.882 8.050.8 14.6 0.5824 3.2487 1.148 8.364 1.4 13.441.1 20.6 0.8463 4.7138 1.968 12.792 1.82 20.161.5 27.5 1.1466 6.4428 2.788 17.876 2.38 281.8 35.4 1.4287 8.3993 3.526 23.288 2.8 35.42
2.16 44 0.17472 10.5833 4.5264 29.684 3.598 45.808
![Page 397: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/397.jpg)
62Nr. 62.2 ly/lx = 1.2
Mxm 0.075Mym 0.039Mxr 0.103Mye 0.125
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.14105 0.08645 0.062791 0.351 0.3 0.237 0.176 0.20293 0.14378 0.1001
1.5 0.431 0.4 0.351 0.305 0.24297 0.2002 0.14562 0.52 0.491 0.461 0.421 0.29302 0.23933 0.20748
2.5 0.62 0.59 0.56 0.53 0.34762 0.30758 0.26393 0.72 0.69 0.67 0.63 0.41587 0.37128 0.328514 0.87 0.85 0.82 0.8 0.5278 0.4823 0.429525 0.99 0.98 0.95 0.93 0.6279 0.5824 0.52786 1.08 1.07 1.04 1.02 0.7007 0.6643 0.60067 1.15 1.14 1.11 1.1 0.7644 0.728 0.66438 1.2 1.19 1.17 1.15 0.819 0.7826 0.7289 1.24 1.23 1.21 1.2 0.8736 0.8281 0.7735
10 1.27 1.26 1.24 1.23 0.9282 0.8645 0.819
![Page 398: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/398.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02548 0.3608 0.2788 0.1886 0.0492 0.2604 0.21 0.14 0.08120.05733 0.5822 0.3813 0.2665 0.123 0.476 0.427 0.308 0.1610.10738 0.7298 0.5248 0.3936 0.3362 0.714 0.665 0.56 0.3920.16289 0.902 0.7134 0.574 0.4838 0.938 0.896 0.826 0.70.23023 1.0578 0.9184 0.7626 0.6396 1.134 1.092 1.05 0.9660.29393 1.1972 1.1152 0.9594 0.82 1.316 1.288 1.26 1.190.39403 1.4514 1.4432 1.2956 1.1316 1.61 1.596 1.582 1.5540.4823 1.6646 1.6646 1.5908 1.3694 1.834 1.82 1.806 1.7780.5642 1.8532 1.8532 1.8368 1.5498 1.974 1.974 1.932 1.9180.637 1.9926 1.9926 1.9926 1.6974 2.072 2.072 2.044 2.03
0.6916 2.0992 2.0992 2.0992 1.8122 2.156 2.156 2.128 2.1140.7462 2.173 2.173 2.173 1.8778 2.212 2.212 2.212 2.1840.7917 2.214 2.214 2.214 1.9106 2.254 2.254 2.254 2.24
PRINCIPAL
![Page 399: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/399.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mye
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.07- 0.15 - 0.0273 - 0.041 - 0.14
0.1 0.23 0.0182 0.0637 0.082 0.164 0.014 0.280.25 0.4 0.0364 0.1092 0.164 0.246 0.07 0.630.58 0.96 0.091 0.2184 0.2296 0.4428 0.14 1.078
1 1.35 0.1547 0.364 0.328 1.066 0.28 1.682.2 2.85 0.3367 0.9373 0.738 2.624 0.63 3.5
3.46 5.65 0.5278 1.8473 1.476 5.2644 1.274 6.5244.7 8 0.7098 2.7846 2.378 9.02 2.52 11.2
5.75 11.8 0.8372 4.1314 3.362 13.366 4.2 16.86.9 16.4 1.1739 5.7148 4.51 18.45 6.02 23.88 22.1 1.183 7.5075 5.822 23.78 7.98 31.64
9.12 28.7 1.3286 9.7097 7.421 29.192 10.92 39.088
![Page 400: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/400.jpg)
63Nr. 63.1 ly/lx = 1
Mxm 0.065Mym 0.036Mxr 0.088Mye 0.119
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.12284 0.07387 0.053121 0.250 0.21 0.155 0.115 0.166 0.11869 0.07138
1.5 0.380 0.304 0.29 0.215 0.21746 0.17098 0.114542 0.52 0.487 0.438 0.376 0.28054 0.23904 0.17015
2.5 0.63 0.6 0.55 0.5 0.34445 0.30378 0.225763 0.71 0.69 0.64 0.59 0.41085 0.36603 0.283864 0.85 0.83 0.79 0.75 0.5229 0.4731 0.39015 0.96 0.94 0.91 0.87 0.5976 0.5561 0.48146 1.04 1.03 1 0.96 0.6723 0.6308 0.54787 1.11 1.1 1.08 1.03 0.7304 0.6889 0.61428 1.17 1.15 1.13 1.09 0.7885 0.7304 0.6649 1.22 1.2 1.18 1.13 0.8134 0.7802 0.7138
10 1.25 1.24 1.22 1.17 0.8466 0.8134 0.747
![Page 401: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/401.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.0166 0.336 0.245 0.14 0.084 0.1725 0.1725 0.12 0.060.04399 0.469 0.364 0.266 0.1575 0.3525 0.33 0.24 0.1350.08549 0.623 0.504 0.378 0.273 0.615 0.57 0.48 0.330.14276 0.833 0.721 0.595 0.406 0.9 0.855 0.78 0.63750.19754 1.001 0.91 0.784 0.553 1.14 1.11 1.02 0.90.26062 1.176 1.078 0.966 0.721 1.35 1.32 1.245 1.1250.36852 1.393 1.351 1.26 0.98 1.68 1.65 1.59 1.50.4565 1.554 1.547 1.491 1.176 1.89 1.86 1.83 1.7550.5312 1.694 1.694 1.68 1.351 2.025 2.01 1.98 1.920.5893 1.813 1.813 1.813 1.491 2.145 2.13 2.1 2.0550.6474 1.911 1.911 1.911 1.596 2.22 2.22 2.205 2.1450.6972 1.988 1.988 1.988 1.694 2.295 2.295 2.28 2.220.7304 2.044 2.044 2.044 1.778 2.34 2.34 2.34 2.28
PRINCIPAL
![Page 402: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/402.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mye
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- 0.1 - - - 0.035 - 0.15- 0.2 - - - 0.14 - 0.45- 0.5 - 0.0747 - 0.21 - 0.45- 1 - 0.1577 - 0.35 - 0.45- 1.78 - 0.2656 - 0.791 - 0.57
0.1 2.8 0.0332 0.4565 0.07 1.26 0.045 1.20.25 5.6 0.1411 1.0209 0.14 2.66 0.3 3.450.54 9.6 0.332 1.8758 0.546 4.396 0.795 6.810.8 14.6 0.5312 2.9631 0.98 7.14 1.5 12.31.1 20.6 0.7719 4.2994 1.68 10.92 2.1 18.91.5 27.5 1.0458 5.8764 2.38 15.26 3 26.11.8 35.4 1.3031 7.6609 3.01 19.88 3.75 33
2.16 44 0.15936 9.6529 3.864 25.34 4.665 39.45
![Page 403: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/403.jpg)
63Nr. 63.2 ly/lx = 1
Mxm 0.065Mym 0.036Mxr 0.088Mye 0.119
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.12865 0.07885 0.057271 0.351 0.3 0.237 0.176 0.18509 0.13114 0.0913
1.5 0.431 0.4 0.351 0.305 0.22161 0.1826 0.13282 0.52 0.491 0.461 0.421 0.26726 0.21829 0.18924
2.5 0.62 0.59 0.56 0.53 0.31706 0.28054 0.24073 0.72 0.69 0.67 0.63 0.37931 0.33864 0.299634 0.87 0.85 0.82 0.8 0.4814 0.4399 0.391765 0.99 0.98 0.95 0.93 0.5727 0.5312 0.48146 1.08 1.07 1.04 1.02 0.6391 0.6059 0.54787 1.15 1.14 1.11 1.1 0.6972 0.664 0.60598 1.2 1.19 1.17 1.15 0.747 0.7138 0.6649 1.24 1.23 1.21 1.2 0.7968 0.7553 0.7055
10 1.27 1.26 1.24 1.23 0.8466 0.7885 0.747
![Page 404: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/404.jpg)
Mym in Plattenmitte Mxr Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.02324 0.308 0.238 0.161 0.042 0.2475 0.2175 0.165 0.06750.05229 0.497 0.3255 0.2275 0.105 0.465 0.405 0.2775 0.150.09794 0.623 0.448 0.336 0.287 0.735 0.66 0.5325 0.3750.14857 0.77 0.609 0.49 0.413 0.96 0.915 0.81 0.66750.20999 0.903 0.784 0.651 0.546 1.185 1.14 1.05 0.930.26809 1.022 0.952 0.819 0.7 1.38 1.35 1.275 1.1550.35939 1.239 1.232 1.106 0.966 1.695 1.665 1.62 1.530.4399 1.421 1.421 1.358 1.169 1.905 1.875 1.86 1.830.5146 1.582 1.582 1.568 1.323 2.04 2.025 2.01 2.010.581 1.701 1.701 1.701 1.449 2.145 2.13 2.13 2.13
0.6308 1.792 1.792 1.792 1.547 2.235 2.235 2.235 2.2350.6806 1.855 1.855 1.855 1.603 2.31 2.31 2.31 2.310.7221 1.89 1.89 1.89 1.631 2.37 2.37 2.37 2.37
PRINCIPAL
![Page 405: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/405.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mye
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.03- 0.15 - 0.0249 - 0.035 - 0.12
0.1 0.23 0.0166 0.0581 0.07 0.14 - 0.150.25 0.4 0.0332 0.0996 0.14 0.21 - 0.3750.58 0.96 0.083 0.1992 0.196 0.378 - 0.99
1 1.35 0.1411 0.332 0.28 0.91 0.045 1.82.2 2.85 0.3071 0.8549 0.63 2.24 0.6 3.75
3.46 5.65 0.4814 1.6849 1.26 4.494 1.17 5.884.7 8 0.6474 2.5398 2.03 7.7 2.1 9.6
5.75 11.8 0.7636 3.7682 2.87 11.41 3.15 156.9 16.4 1.0707 5.2124 3.85 15.75 4.2 218 22.1 1.079 6.8475 4.97 20.3 5.7 28.2
9.12 28.7 1.2118 8.8561 6.335 24.92 7.335 35.55
![Page 406: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/406.jpg)
64Nr. 64.1 ly/lx = ∞
Mxm 0.063Mym 0.011Mxe 0.125Mye 0.089Myr 0.02
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
![Page 407: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/407.jpg)
Mym in Plattenmitte Mxe Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.24 0.2 0.121 0.082 0.095 0.0703 0.04275 0.0190.035 0.36 0.32 0.225 0.17 0.171 0.12825 0.08075 0.0380.085 0.54 0.51 0.4 0.34 0.22895 0.1862 0.13965 0.082650.128 0.73 0.71 0.57 0.53 0.2983 0.2622 0.21565 0.15390.176 0.88 0.86 0.73 0.7 0.36955 0.3344 292.6 0.22610.227 1.01 1 0.9 0.87 0.43035 0.39235 0.3591 0.293550.326 1.21 1.2 1.13 1.11 0.551 0.513 0.47025 0.41990.412 1.36 1.35 1.31 1.3 0.6365 0.5985 0.57 0.5320.496 1.47 1.46 1.44 1.42 0.703 0.665 0.646 0.61750.57 1.55 1.54 1.53 1.52 0.7695 0.7315 0.703 0.69350.63 1.6 1.6 1.6 1.58 0.8265 0.779 0.76 0.75050.68 1.63 1.63 1.63 1.61 0.874 0.8265 0.8075 0.7980.72 1.65 1.65 1.65 1.62 0.912 0.874 0.8455 0.8265
PRINCIPAL
![Page 408: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/408.jpg)
Gleichlast um SLW von 1 t.m2 Myr Mxm Mym Mxet/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.1 0.074 0.045 0.02 - - - - -0.18 0.135 0.085 0.04 - - - - -
0.241 0.196 0.147 0.087 - 0.08 - 0.01 0.020.314 0.276 0.227 0.162 - 0.4 - 0.07 0.080.389 0.352 308 0.238 - 0.99 - 0.17 0.120.453 0.413 0.378 0.309 - 1.6 - 0.24 0.20.58 0.54 0.495 0.442 0.05 3.35 0.06 0.73 0.550.67 0.63 0.6 0.56 0.16 5.38 0.15 1.31 0.930.74 0.7 0.68 0.65 0.3 8.1 0.34 2.09 1.050.81 0.77 0.74 0.73 0.5 11.8 0.55 3.15 2.350.87 0.82 0.8 0.79 0.7 16 0.78 4.3 3.30.92 0.87 0.85 0.84 0.95 20.1 1.06 5.47 4.30.96 0.92 0.89 0.87 1.18 24.8 1.38 6.78 5.45
![Page 409: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/409.jpg)
Mxe Mye Myrfür alle Werte t/a
p' p p' p p'0.09 - 0.019 - 0.020.18 - 0.0285 - 0.030.3 - 0.038 - 0.040.6 - 0.0855 - 0.09
1.11 - 0.1615 - 0.172 0.019 0.3325 0.02 0.35
4.3 0.095 0.7505 0.1 0.797 0.2945 1.368 0.31 1.44
10.8 0.57 2.1755 0.6 2.2916 0.9025 3.135 0.95 3.3
22.1 1.33 4.313 1.4 4.5428.3 1.7575 5.7 1.85 635.6 2.128 7.7805 2.24 8.19
![Page 410: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/410.jpg)
64Nr. 64.2 ly/lx = ∞
Mxm 0.063Mym 0.011Mxe 0.125Mye 0.089Myr 0.02
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
![Page 411: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/411.jpg)
Mym in Plattenmitte Mxe Myet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.25 0.2 0.13 0.079 0.095 0.0722 0.0399 0.014250.038 0.382 0.34 0.255 0.19 0.1653 0.12635 0.0779 0.03420.068 0.48 0.45 0.39 0.34 0.21185 0.16815 0.12445 0.0779
0.1 0.72 0.7 0.66 0.55 0.26125 0.22325 0.18715 0.15010.142 0.88 0.86 0.84 0.73 0.3173 0.285 0.25745 0.22420.202 1 0.98 0.96 0.9 0.3895 0.3572 0.32585 0.29450.304 1.2 1.18 1.16 1.12 0.5035 0.4731 0.4503 0.409450.395 1.34 1.33 1.31 1.28 0.5985 0.5605 0.532 0.50350.477 1.45 1.44 1.42 1.38 0.6745 0.6365 0.608 0.57950.55 1.53 1.52 1.51 1.46 0.7315 0.703 0.6745 0.6460.61 1.58 1.57 1.56 1.51 0.798 0.76 0.7315 0.7030.65 1.6 1.6 1.6 1.54 0.8455 0.8075 0.779 0.75050.69 1.61 1.61 1.61 1.55 0.893 0.855 0.836 0.7885
PRINCIPAL
![Page 412: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/412.jpg)
Gleichlast um SLW von 1 t.m2 Myr Mxm Mym Mxet/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.1 0.076 0.042 0.015 - - - - -0.174 0.133 0.082 0.036 0.01 - - 0.01 -0.223 0.177 0.131 0.082 0.09 - 0.02 0.01 0.050.275 0.235 0.197 0.158 0.18 0.1 0.03 0.03 0.10.334 0.3 0.271 0.236 0.33 0.2 0.06 0.11 0.250.41 0.376 0.343 0.31 0.4 0.45 0.07 0.23 0.50.53 0.498 0.474 0.431 0.6 1.55 0.1 0.64 1.10.63 0.59 0.56 0.53 0.93 3.06 0.16 1.2 1.750.71 0.67 0.64 0.61 1.4 5.3 0.24 1.98 2.10.77 0.74 0.71 0.68 2.2 5.4 0.38 3.15 2.60.84 0.8 0.77 0.74 3.3 12.1 0.58 4.17 30.89 0.85 0.82 0.79 4.6 15.8 0.82 5.48 3.450.94 0.9 0.88 0.83 6 19.5 1.07 7.13 3.91
![Page 413: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/413.jpg)
Mxe Mye Myrfür alle Werte t/a
p' p p' p p'0.1 - 0.019 - 0.020.2 - 0.038 - 0.040.4 - 0.0665 - 0.07
0.55 - 0.152 - 0.160.64 - 0.266 - 0.281.4 0.0095 0.475 0.01 0.53.9 0.0665 0.9975 0.07 1.05
7.03 0.1425 1.6625 0.15 1.7511.45 0.266 2.5935 0.28 2.7317.4 0.437 3.6575 0.46 3.8524.1 0.6555 5.0255 0.69 5.2932.1 0.8835 6.726 0.93 7.0839.8 1.026 9.025 1.08 9.5
![Page 414: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/414.jpg)
65Nr. 65.1 ly/lx = 4
Mxm 0.063Mym 0.011Mxr 0.063Mxe 0.125Mye 0.089Myr 0.02
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
![Page 415: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/415.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.24 0.2 0.121 0.0820.035 0.399 0.2831 0.19 0.1501 0.36 0.32 0.225 0.170.085 0.5871 0.5092 0.4408 0.399 0.54 0.51 0.4 0.340.128 0.7999 0.7467 0.6859 0.646 0.73 0.71 0.57 0.530.176 0.969 0.9234 0.855 0.8132 0.88 0.86 0.73 0.70.227 1.102 1.045 0.969 0.912 1.01 1 0.9 0.870.326 1.311 1.254 1.14 1.102 1.21 1.2 1.13 1.110.412 1.463 1.425 1.292 1.235 1.36 1.35 1.31 1.30.496 1.615 1.558 1.444 1.387 1.47 1.46 1.44 1.420.57 1.729 1.672 1.558 1.501 1.55 1.54 1.53 1.520.63 1.824 1.786 1.672 1.596 1.6 1.6 1.6 1.580.68 1.9 1.881 1.748 1.691 1.63 1.63 1.63 1.610.72 1.976 1.957 1.824 1.786 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 416: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/416.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.095 0.0703 0.04275 0.019 0.1 0.074 0.045 0.02 -0.171 0.12825 0.08075 0.038 0.18 0.135 0.085 0.04 -
0.22895 0.1862 0.13965 0.08265 0.241 0.196 0.147 0.087 -0.2983 0.2622 0.21565 0.1539 0.314 0.276 0.227 0.162 -
0.36955 0.3344 292.6 0.2261 0.389 0.352 308 0.238 -0.43035 0.39235 0.3591 0.29355 0.453 0.413 0.378 0.309 -
0.551 0.513 0.47025 0.4199 0.58 0.54 0.495 0.442 0.050.6365 0.5985 0.57 0.532 0.67 0.63 0.6 0.56 0.160.703 0.665 0.646 0.6175 0.74 0.7 0.68 0.65 0.3
0.7695 0.7315 0.703 0.6935 0.81 0.77 0.74 0.73 0.50.8265 0.779 0.76 0.7505 0.87 0.82 0.8 0.79 0.70.874 0.8265 0.8075 0.798 0.92 0.87 0.85 0.84 0.950.912 0.874 0.8455 0.8265 0.96 0.92 0.89 0.87 1.18
![Page 417: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/417.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - - - - - 0.09 - 0.019- - - - - - 0.18 - 0.0285
0.08 - 0.01 - 0.152 0.02 0.3 - 0.0380.4 - 0.07 - 0.76 0.08 0.6 - 0.0855
0.99 - 0.17 - 1.881 0.12 1.11 - 0.16151.6 - 0.24 - 3.04 0.2 2 0.019 0.3325
3.35 0.06 0.73 0.095 6.365 0.55 4.3 0.095 0.75055.38 0.15 1.31 0.304 10.222 0.93 7 0.2945 1.3688.1 0.34 2.09 0.57 15.39 1.05 10.8 0.57 2.1755
11.8 0.55 3.15 0.95 22.42 2.35 16 0.9025 3.13516 0.78 4.3 1.33 30.4 3.3 22.1 1.33 4.313
20.1 1.06 5.47 1.802 38.19 4.3 28.3 1.7575 5.724.8 1.38 6.78 2.242 47.12 5.45 35.6 2.128 7.7805
![Page 418: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/418.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 419: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/419.jpg)
65Nr. 65.2 ly/lx = 4
Mxm 0.063Mym 0.011Mxr 0.063Mxe 0.125Mye 0.089Myr 0.02
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
![Page 420: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/420.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.25 0.2 0.13 0.0790.038 0.456 0.361 0.2812 0.1824 0.382 0.34 0.255 0.190.068 0.6878 0.5947 0.4826 0.3591 0.48 0.45 0.39 0.34
0.1 0.9025 0.8132 0.684 0.5605 0.72 0.7 0.66 0.550.142 1.102 0.988 0.8569 0.7315 0.88 0.86 0.84 0.730.202 1.197 1.14 1.007 0.8854 1 0.98 0.96 0.90.304 1.425 1.368 1.254 1.121 1.2 1.18 1.16 1.120.395 1.596 1.558 1.444 1.311 1.34 1.33 1.31 1.280.477 1.729 1.691 1.577 1.463 1.45 1.44 1.42 1.380.55 1.843 1.824 1.691 1.577 1.53 1.52 1.51 1.460.61 1.938 1.919 1.843 1.672 1.58 1.57 1.56 1.510.65 2.014 1.995 1.862 1.748 1.6 1.6 1.6 1.540.69 2.071 2.052 1.919 1.805 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 421: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/421.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.095 0.0722 0.0399 0.01425 0.1 0.076 0.042 0.015 -0.1653 0.12635 0.0779 0.0342 0.174 0.133 0.082 0.036 0.01
0.21185 0.16815 0.12445 0.0779 0.223 0.177 0.131 0.082 0.090.26125 0.22325 0.18715 0.1501 0.275 0.235 0.197 0.158 0.180.3173 0.285 0.25745 0.2242 0.334 0.3 0.271 0.236 0.330.3895 0.3572 0.32585 0.2945 0.41 0.376 0.343 0.31 0.40.5035 0.4731 0.4503 0.40945 0.53 0.498 0.474 0.431 0.60.5985 0.5605 0.532 0.5035 0.63 0.59 0.56 0.53 0.930.6745 0.6365 0.608 0.5795 0.71 0.67 0.64 0.61 1.40.7315 0.703 0.6745 0.646 0.77 0.74 0.71 0.68 2.20.798 0.76 0.7315 0.703 0.84 0.8 0.77 0.74 3.3
0.8455 0.8075 0.779 0.7505 0.89 0.85 0.82 0.79 4.60.893 0.855 0.836 0.7885 0.94 0.9 0.88 0.83 6
![Page 422: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/422.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - - - - - 0.1 - 0.019- - 0.01 0.019 - - 0.2 - 0.038- 0.02 0.01 0.171 - 0.05 0.4 - 0.0665
0.1 0.03 0.03 0.342 0.19 0.1 0.55 - 0.1520.2 0.06 0.11 0.627 0.38 0.25 0.64 - 0.266
0.45 0.07 0.23 0.76 0.855 0.5 1.4 0.0095 0.4751.55 0.1 0.64 1.14 2.945 1.1 3.9 0.0665 0.99753.06 0.16 1.2 1.767 5.814 1.75 7.03 0.1425 1.66255.3 0.24 1.98 2.66 10.07 2.1 11.45 0.266 2.59355.4 0.38 3.15 4.18 10.26 2.6 17.4 0.437 3.6575
12.1 0.58 4.17 6.27 22.99 3 24.1 0.6555 5.025515.8 0.82 5.48 8.74 30.02 3.45 32.1 0.8835 6.72619.5 1.07 7.13 11.4 37.05 3.91 39.8 1.026 9.025
![Page 423: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/423.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 424: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/424.jpg)
66Nr. 66.1 ly/lx = 2
Mxm 0.06Mym 0.011Mxr 0.063Mxe 0.109Mye 0.089Myr 0.02
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
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Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.24 0.2 0.121 0.0820.035 0.399 0.2831 0.19 0.1501 0.36 0.32 0.225 0.170.085 0.5871 0.5092 0.4408 0.399 0.54 0.51 0.4 0.340.128 0.7999 0.7467 0.6859 0.646 0.73 0.71 0.57 0.530.176 0.969 0.9234 0.855 0.8132 0.88 0.86 0.73 0.70.227 1.102 1.045 0.969 0.912 1.01 1 0.9 0.870.326 1.311 1.254 1.14 1.102 1.21 1.2 1.13 1.110.412 1.463 1.425 1.292 1.235 1.36 1.35 1.31 1.30.496 1.615 1.558 1.444 1.387 1.47 1.46 1.44 1.420.57 1.729 1.672 1.558 1.501 1.55 1.54 1.53 1.520.63 1.824 1.786 1.672 1.596 1.6 1.6 1.6 1.580.68 1.9 1.881 1.748 1.691 1.63 1.63 1.63 1.610.72 1.976 1.957 1.824 1.786 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 426: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/426.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.095 0.0703 0.04275 0.019 0.1 0.074 0.045 0.02 -0.171 0.12825 0.08075 0.038 0.18 0.135 0.085 0.04 -
0.22895 0.1862 0.13965 0.08265 0.241 0.196 0.147 0.087 -0.2983 0.2622 0.21565 0.1539 0.314 0.276 0.227 0.162 -
0.36955 0.3344 292.6 0.2261 0.389 0.352 308 0.238 -0.43035 0.39235 0.3591 0.29355 0.453 0.413 0.378 0.309 -
0.551 0.513 0.47025 0.4199 0.58 0.54 0.495 0.442 0.050.6365 0.5985 0.57 0.532 0.67 0.63 0.6 0.56 0.160.703 0.665 0.646 0.6175 0.74 0.7 0.68 0.65 0.3
0.7695 0.7315 0.703 0.6935 0.81 0.77 0.74 0.73 0.50.8265 0.779 0.76 0.7505 0.87 0.82 0.8 0.79 0.70.874 0.8265 0.8075 0.798 0.92 0.87 0.85 0.84 0.950.912 0.874 0.8455 0.8265 0.96 0.92 0.89 0.87 1.18
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - - - - - 0.09 - 0.019- - - - - - 0.18 - 0.0285
0.08 - 0.01 - 0.152 0.02 0.3 - 0.0380.4 - 0.07 - 0.76 0.08 0.6 - 0.0855
0.99 - 0.17 - 1.881 0.12 1.11 - 0.16151.6 - 0.24 - 3.04 0.2 2 0.019 0.3325
3.35 0.06 0.73 0.095 6.365 0.55 4.3 0.095 0.75055.38 0.15 1.31 0.304 10.222 0.93 7 0.2945 1.3688.1 0.34 2.09 0.57 15.39 1.05 10.8 0.57 2.1755
11.8 0.55 3.15 0.95 22.42 2.35 16 0.9025 3.13516 0.78 4.3 1.33 30.4 3.3 22.1 1.33 4.313
20.1 1.06 5.47 1.802 38.19 4.3 28.3 1.7575 5.724.8 1.38 6.78 2.242 47.12 5.45 35.6 2.128 7.7805
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Myrfür alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
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66Nr. 66.2 ly/lx = 2
Mxm 0.06Mym 0.011Mxr 0.063Mxe 0.109Mye 0.089Myr 0.02
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
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Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.25 0.2 0.13 0.0790.038 0.456 0.361 0.2812 0.1824 0.382 0.34 0.255 0.190.068 0.6878 0.5947 0.4826 0.3591 0.48 0.45 0.39 0.34
0.1 0.9025 0.8132 0.684 0.5605 0.72 0.7 0.66 0.550.142 1.102 0.988 0.8569 0.7315 0.88 0.86 0.84 0.730.202 1.197 1.14 1.007 0.8854 1 0.98 0.96 0.90.304 1.425 1.368 1.254 1.121 1.2 1.18 1.16 1.120.395 1.596 1.558 1.444 1.311 1.34 1.33 1.31 1.280.477 1.729 1.691 1.577 1.463 1.45 1.44 1.42 1.380.55 1.843 1.824 1.691 1.577 1.53 1.52 1.51 1.460.61 1.938 1.919 1.843 1.672 1.58 1.57 1.56 1.510.65 2.014 1.995 1.862 1.748 1.6 1.6 1.6 1.540.69 2.071 2.052 1.919 1.805 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 431: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/431.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.095 0.0722 0.0399 0.01425 0.1 0.076 0.042 0.015 -0.1653 0.12635 0.0779 0.0342 0.174 0.133 0.082 0.036 0.01
0.21185 0.16815 0.12445 0.0779 0.223 0.177 0.131 0.082 0.090.26125 0.22325 0.18715 0.1501 0.275 0.235 0.197 0.158 0.180.3173 0.285 0.25745 0.2242 0.334 0.3 0.271 0.236 0.330.3895 0.3572 0.32585 0.2945 0.41 0.376 0.343 0.31 0.40.5035 0.4731 0.4503 0.40945 0.53 0.498 0.474 0.431 0.60.5985 0.5605 0.532 0.5035 0.63 0.59 0.56 0.53 0.930.6745 0.6365 0.608 0.5795 0.71 0.67 0.64 0.61 1.40.7315 0.703 0.6745 0.646 0.77 0.74 0.71 0.68 2.20.798 0.76 0.7315 0.703 0.84 0.8 0.77 0.74 3.3
0.8455 0.8075 0.779 0.7505 0.89 0.85 0.82 0.79 4.60.893 0.855 0.836 0.7885 0.94 0.9 0.88 0.83 6
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Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - - - - - 0.1 - 0.019- - 0.01 0.019 - - 0.2 - 0.038- 0.02 0.01 0.171 - 0.05 0.4 - 0.0665
0.1 0.03 0.03 0.342 0.19 0.1 0.55 - 0.1520.2 0.06 0.11 0.627 0.38 0.25 0.64 - 0.266
0.45 0.07 0.23 0.76 0.855 0.5 1.4 0.0095 0.4751.55 0.1 0.64 1.14 2.945 1.1 3.9 0.0665 0.99753.06 0.16 1.2 1.767 5.814 1.75 7.03 0.1425 1.66255.3 0.24 1.98 2.66 10.07 2.1 11.45 0.266 2.59355.4 0.38 3.15 4.18 10.26 2.6 17.4 0.437 3.6575
12.1 0.58 4.17 6.27 22.99 3 24.1 0.6555 5.025515.8 0.82 5.48 8.74 30.02 3.45 32.1 0.8835 6.72619.5 1.07 7.13 11.4 37.05 3.91 39.8 1.026 9.025
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Myrfür alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 434: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/434.jpg)
67Nr. 67.1 ly/lx = 1.5
Mxm 0.054Mym 0.023Mxr 0.063Mxe 0.068Mye 0.089
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
PRINCIPAL
![Page 435: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/435.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.24 0.2 0.121 0.0820.035 0.399 0.2831 0.19 0.1501 0.36 0.32 0.225 0.170.085 0.5871 0.5092 0.4408 0.399 0.54 0.51 0.4 0.340.128 0.7999 0.7467 0.6859 0.646 0.73 0.71 0.57 0.530.176 0.969 0.9234 0.855 0.8132 0.88 0.86 0.73 0.70.227 1.102 1.045 0.969 0.912 1.01 1 0.9 0.870.326 1.311 1.254 1.14 1.102 1.21 1.2 1.13 1.110.412 1.463 1.425 1.292 1.235 1.36 1.35 1.31 1.30.496 1.615 1.558 1.444 1.387 1.47 1.46 1.44 1.420.57 1.729 1.672 1.558 1.501 1.55 1.54 1.53 1.520.63 1.824 1.786 1.672 1.596 1.6 1.6 1.6 1.580.68 1.9 1.881 1.748 1.691 1.63 1.63 1.63 1.610.72 1.976 1.957 1.824 1.786 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 436: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/436.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.105 0.0777 0.04725 0.021 - - - - -0.189 0.14175 0.08925 0.042 - - - - -
0.25305 0.2058 0.15435 0.09135 - 0.08 - 0.01 -0.3297 0.2898 0.23835 0.1701 - 0.4 - 0.07 -
0.40845 0.3696 323.4 0.2499 - 0.99 - 0.17 -0.47565 0.43365 0.3969 0.32445 - 1.6 - 0.24 -
0.609 0.567 0.51975 0.4641 0.05 3.35 0.06 0.73 0.0950.7035 0.6615 0.63 0.588 0.16 5.38 0.15 1.31 0.3040.777 0.735 0.714 0.6825 0.3 8.1 0.34 2.09 0.57
0.8505 0.8085 0.777 0.7665 0.5 11.8 0.55 3.15 0.950.9135 0.861 0.84 0.8295 0.7 16 0.78 4.3 1.330.966 0.9135 0.8925 0.882 0.95 20.1 1.06 5.47 1.8021.008 0.966 0.9345 0.9135 1.18 24.8 1.38 6.78 2.242
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Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.09 - 0.021- - 0.18 - 0.0315
0.152 0.02 0.3 - 0.0420.76 0.08 0.6 - 0.0945
1.881 0.12 1.11 - 0.17853.04 0.2 2 0.021 0.3675
6.365 0.55 4.3 0.105 0.829510.222 0.93 7 0.3255 1.51215.39 1.05 10.8 0.63 2.404522.42 2.35 16 0.9975 3.46530.4 3.3 22.1 1.47 4.767
38.19 4.3 28.3 1.9425 6.347.12 5.45 35.6 2.352 8.5995
![Page 438: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/438.jpg)
67Nr. 67.2 ly/lx = 1.5
Mxm 0.054Mym 0.023Mxr 0.063Mxe 0.068Mye 0.089
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
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Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.25 0.2 0.13 0.0790.038 0.456 0.361 0.2812 0.1824 0.382 0.34 0.255 0.190.068 0.6878 0.5947 0.4826 0.3591 0.48 0.45 0.39 0.34
0.1 0.9025 0.8132 0.684 0.5605 0.72 0.7 0.66 0.550.142 1.102 0.988 0.8569 0.7315 0.88 0.86 0.84 0.730.202 1.197 1.14 1.007 0.8854 1 0.98 0.96 0.90.304 1.425 1.368 1.254 1.121 1.2 1.18 1.16 1.120.395 1.596 1.558 1.444 1.311 1.34 1.33 1.31 1.280.477 1.729 1.691 1.577 1.463 1.45 1.44 1.42 1.380.55 1.843 1.824 1.691 1.577 1.53 1.52 1.51 1.460.61 1.938 1.919 1.843 1.672 1.58 1.57 1.56 1.510.65 2.014 1.995 1.862 1.748 1.6 1.6 1.6 1.540.69 2.071 2.052 1.919 1.805 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 440: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/440.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.105 0.0798 0.0441 0.01575 - - - - -0.1827 0.13965 0.0861 0.0378 0.01 - - 0.01 0.019
0.23415 0.18585 0.13755 0.0861 0.09 - 0.02 0.01 0.1710.28875 0.24675 0.20685 0.1659 0.18 0.1 0.03 0.03 0.3420.3507 0.315 0.28455 0.2478 0.33 0.2 0.06 0.11 0.6270.4305 0.3948 0.36015 0.3255 0.4 0.45 0.07 0.23 0.760.5565 0.5229 0.4977 0.45255 0.6 1.55 0.1 0.64 1.140.6615 0.6195 0.588 0.5565 0.93 3.06 0.16 1.2 1.7670.7455 0.7035 0.672 0.6405 1.4 5.3 0.24 1.98 2.660.8085 0.777 0.7455 0.714 2.2 5.4 0.38 3.15 4.180.882 0.84 0.8085 0.777 3.3 12.1 0.58 4.17 6.27
0.9345 0.8925 0.861 0.8295 4.6 15.8 0.82 5.48 8.740.987 0.945 0.924 0.8715 6 19.5 1.07 7.13 11.4
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Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.1 - 0.021- - 0.2 - 0.042- 0.05 0.4 - 0.0735
0.19 0.1 0.55 - 0.1680.38 0.25 0.64 - 0.294
0.855 0.5 1.4 0.0105 0.5252.945 1.1 3.9 0.0735 1.10255.814 1.75 7.03 0.1575 1.837510.07 2.1 11.45 0.294 2.866510.26 2.6 17.4 0.483 4.042522.99 3 24.1 0.7245 5.554530.02 3.45 32.1 0.9765 7.43437.05 3.91 39.8 1.134 9.975
![Page 442: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/442.jpg)
68Nr. 68.1 ly/lx = 1.2
Mxm 0.046Mym 0.027Mxr 0.059Mxe 0.076Mye 0.089
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
![Page 443: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/443.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.24 0.2 0.121 0.0820.035 0.399 0.2831 0.19 0.1501 0.36 0.32 0.225 0.170.085 0.5871 0.5092 0.4408 0.399 0.54 0.51 0.4 0.340.128 0.7999 0.7467 0.6859 0.646 0.73 0.71 0.57 0.530.176 0.969 0.9234 0.855 0.8132 0.88 0.86 0.73 0.70.227 1.102 1.045 0.969 0.912 1.01 1 0.9 0.870.326 1.311 1.254 1.14 1.102 1.21 1.2 1.13 1.110.412 1.463 1.425 1.292 1.235 1.36 1.35 1.31 1.30.496 1.615 1.558 1.444 1.387 1.47 1.46 1.44 1.420.57 1.729 1.672 1.558 1.501 1.55 1.54 1.53 1.520.63 1.824 1.786 1.672 1.596 1.6 1.6 1.6 1.580.68 1.9 1.881 1.748 1.691 1.63 1.63 1.63 1.610.72 1.976 1.957 1.824 1.786 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 444: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/444.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.1755 0.1485 0.108 0.054 - - - - -0.378 0.324 0.243 0.135 - - - - -
0.62775 0.57375 0.486 0.35775 - 0.08 - 0.01 -0.864 0.8235 0.7425 0.6345 - 0.4 - 0.07 -1.08 1.0395 0.972 0.8775 - 0.99 - 0.17 -
1.2555 1.215 1.1745 1.08 - 1.6 - 0.24 -1.5525 1.5255 1.4985 1.4175 0.05 3.35 0.06 0.73 0.0951.7415 1.728 1.701 1.647 0.16 5.38 0.15 1.31 0.3041.8765 1.863 1.836 1.7955 0.3 8.1 0.34 2.09 0.571.9845 1.971 1.9575 1.917 0.5 11.8 0.55 3.15 0.952.052 2.0385 2.0385 1.998 0.7 16 0.78 4.3 1.33
2.1195 2.1195 2.1195 2.0655 0.95 20.1 1.06 5.47 1.8022.1735 2.1735 2.1735 2.133 1.18 24.8 1.38 6.78 2.242
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Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.09 - 0.135- - 0.18 - 0.27
0.152 0.02 0.3 - 0.2970.76 0.08 0.6 - 0.3375
1.881 0.12 1.11 - 0.36453.04 0.2 2 0.081 0.945
6.365 0.55 4.3 0.405 3.64510.222 0.93 7 0.8505 7.762515.39 1.05 10.8 1.35 12.9622.42 2.35 16 1.755 19.4430.4 3.3 22.1 2.295 27
38.19 4.3 28.3 2.7 34.15547.12 5.45 35.6 3.4695 44.172
![Page 446: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/446.jpg)
68Nr. 68.2 ly/lx = 1.2
Mxm 0.046Mym 0.027Mxr 0.059Mxe 0.076Mye 0.089
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
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Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.25 0.2 0.13 0.0790.038 0.456 0.361 0.2812 0.1824 0.382 0.34 0.255 0.190.068 0.6878 0.5947 0.4826 0.3591 0.48 0.45 0.39 0.34
0.1 0.9025 0.8132 0.684 0.5605 0.72 0.7 0.66 0.550.142 1.102 0.988 0.8569 0.7315 0.88 0.86 0.84 0.730.202 1.197 1.14 1.007 0.8854 1 0.98 0.96 0.90.304 1.425 1.368 1.254 1.121 1.2 1.18 1.16 1.120.395 1.596 1.558 1.444 1.311 1.34 1.33 1.31 1.280.477 1.729 1.691 1.577 1.463 1.45 1.44 1.42 1.380.55 1.843 1.824 1.691 1.577 1.53 1.52 1.51 1.460.61 1.938 1.919 1.843 1.672 1.58 1.57 1.56 1.510.65 2.014 1.995 1.862 1.748 1.6 1.6 1.6 1.540.69 2.071 2.052 1.919 1.805 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 448: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/448.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.2511 0.2025 0.135 0.0783 - - - - -0.459 0.41175 0.297 0.15525 0.01 - - 0.01 0.019
0.6885 0.64125 0.54 0.378 0.09 - 0.02 0.01 0.1710.9045 0.864 0.7965 0.675 0.18 0.1 0.03 0.03 0.3421.0935 1.053 1.0125 0.9315 0.33 0.2 0.06 0.11 0.6271.269 1.242 1.215 1.1475 0.4 0.45 0.07 0.23 0.76
1.5525 1.539 1.5255 1.4985 0.6 1.55 0.1 0.64 1.141.7685 1.755 1.7415 1.7145 0.93 3.06 0.16 1.2 1.7671.9035 1.9035 1.863 1.8495 1.4 5.3 0.24 1.98 2.661.998 1.998 1.971 1.9575 2.2 5.4 0.38 3.15 4.182.079 2.079 2.052 2.0385 3.3 12.1 0.58 4.17 6.272.133 2.133 2.133 2.106 4.6 15.8 0.82 5.48 8.74
2.1735 2.1735 2.1735 2.16 6 19.5 1.07 7.13 11.4
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Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.1 - 0.0675- - 0.2 - 0.135- 0.05 0.4 0.0135 0.27
0.19 0.1 0.55 0.0675 0.60750.38 0.25 0.64 0.135 1.0395
0.855 0.5 1.4 0.27 1.622.945 1.1 3.9 0.6075 3.3755.814 1.75 7.03 1.2285 6.29110.07 2.1 11.45 2.43 10.810.26 2.6 17.4 4.05 16.222.99 3 24.1 5.805 22.9530.02 3.45 32.1 7.695 30.5137.05 3.91 39.8 10.53 37.692
![Page 450: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/450.jpg)
69Nr. 69.1 ly/lx = 1
Mxm 0.038Mym 0.028Mxr 0.053Mxe 0.053Mye 0.089
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.148 0.1 0.068 0.038 0.115 0.058 0.0241 0.21 0.149 0.1 0.079 0.16 0.102 0.061
1.5 0.309 0.268 0.232 0.21 0.229 0.169 0.1052 0.421 0.393 0.361 0.34 0.299 0.236 0.152
2.5 0.51 0.486 0.45 0.428 0.354 0.289 0.2033 0.58 0.55 0.51 0.48 0.397 0.338 0.2534 0.69 0.66 0.6 0.58 0.478 0.428 0.3485 0.77 0.75 0.68 0.65 0.55 0.51 0.4336 0.85 0.82 0.76 0.73 0.63 0.59 0.517 0.91 0.88 0.82 0.79 0.69 0.66 0.598 0.96 0.94 0.88 0.84 0.74 0.72 0.659 1 0.99 0.92 0.89 0.79 0.77 0.7
10 1.04 1.03 0.96 0.94 0.84 0.81 0.74
PRINCIPAL
![Page 451: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/451.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2812 0.19 0.1292 0.0722 0.24 0.2 0.121 0.0820.035 0.399 0.2831 0.19 0.1501 0.36 0.32 0.225 0.170.085 0.5871 0.5092 0.4408 0.399 0.54 0.51 0.4 0.340.128 0.7999 0.7467 0.6859 0.646 0.73 0.71 0.57 0.530.176 0.969 0.9234 0.855 0.8132 0.88 0.86 0.73 0.70.227 1.102 1.045 0.969 0.912 1.01 1 0.9 0.870.326 1.311 1.254 1.14 1.102 1.21 1.2 1.13 1.110.412 1.463 1.425 1.292 1.235 1.36 1.35 1.31 1.30.496 1.615 1.558 1.444 1.387 1.47 1.46 1.44 1.420.57 1.729 1.672 1.558 1.501 1.55 1.54 1.53 1.520.63 1.824 1.786 1.672 1.596 1.6 1.6 1.6 1.580.68 1.9 1.881 1.748 1.691 1.63 1.63 1.63 1.610.72 1.976 1.957 1.824 1.786 1.65 1.65 1.65 1.62
PRINCIPAL
![Page 452: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/452.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.16675 0.16675 0.116 0.058 - - - - -0.34075 0.319 0.232 0.1305 - - - - -0.5945 0.551 0.464 0.319 - 0.08 - 0.01 -
0.87 0.8265 0.754 0.61625 - 0.4 - 0.07 -1.102 1.073 0.986 0.87 - 0.99 - 0.17 -1.305 1.276 1.2035 1.0875 - 1.6 - 0.24 -1.624 1.595 1.537 1.45 0.05 3.35 0.06 0.73 0.0951.827 1.798 1.769 1.6965 0.16 5.38 0.15 1.31 0.304
1.9575 1.943 1.914 1.856 0.3 8.1 0.34 2.09 0.572.0735 2.059 2.03 1.9865 0.5 11.8 0.55 3.15 0.952.146 2.146 2.1315 2.0735 0.7 16 0.78 4.3 1.33
2.2185 2.2185 2.204 2.146 0.95 20.1 1.06 5.47 1.8022.262 2.262 2.262 2.204 1.18 24.8 1.38 6.78 2.242
![Page 453: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/453.jpg)
Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.09 - 0.145- - 0.18 - 0.435
0.152 0.02 0.3 - 0.4350.76 0.08 0.6 - 0.435
1.881 0.12 1.11 - 0.5513.04 0.2 2 0.0435 1.16
6.365 0.55 4.3 0.29 3.33510.222 0.93 7 0.7685 6.58315.39 1.05 10.8 1.45 11.8922.42 2.35 16 2.03 18.2730.4 3.3 22.1 2.9 25.23
38.19 4.3 28.3 3.625 31.947.12 5.45 35.6 4.5095 38.135
![Page 454: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/454.jpg)
69Nr. 69.2 ly/lx = 1
Mxm 0.038Mym 0.028Mxr 0.053Mxe 0.053Mye 0.089
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.155 0.116 0.066 0.05 0.116 0.061 0.0241 0.24 0.19 0.148 0.096 0.165 0.104 0.069
1.5 0.362 0.313 0.254 0.189 0.219 0.166 0.1092 0.475 0.428 0.36 0.295 0.271 0.213 0.148
2.5 0.58 0.52 0.451 0.385 0.317 0.262 0.1943 0.63 0.6 0.53 0.466 0.37 0.321 0.2534 0.75 0.72 0.66 0.59 0.467 0.421 0.3535 0.84 0.82 0.76 0.69 0.55 0.51 0.4526 0.91 0.89 0.83 0.77 0.63 0.59 0.537 0.97 0.96 0.89 0.83 0.7 0.66 0.618 1.02 1.01 0.97 0.88 0.75 0.71 0.679 1.06 1.05 0.98 0.92 0.79 0.76 0.71
10 1.09 1.08 1.01 0.95 0.82 0.79 0.74
![Page 455: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/455.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.013 0.2945 0.2204 0.1254 0.095 0.25 0.2 0.13 0.0790.038 0.456 0.361 0.2812 0.1824 0.382 0.34 0.255 0.190.068 0.6878 0.5947 0.4826 0.3591 0.48 0.45 0.39 0.34
0.1 0.9025 0.8132 0.684 0.5605 0.72 0.7 0.66 0.550.142 1.102 0.988 0.8569 0.7315 0.88 0.86 0.84 0.730.202 1.197 1.14 1.007 0.8854 1 0.98 0.96 0.90.304 1.425 1.368 1.254 1.121 1.2 1.18 1.16 1.120.395 1.596 1.558 1.444 1.311 1.34 1.33 1.31 1.280.477 1.729 1.691 1.577 1.463 1.45 1.44 1.42 1.380.55 1.843 1.824 1.691 1.577 1.53 1.52 1.51 1.460.61 1.938 1.919 1.843 1.672 1.58 1.57 1.56 1.510.65 2.014 1.995 1.862 1.748 1.6 1.6 1.6 1.540.69 2.071 2.052 1.919 1.805 1.61 1.61 1.61 1.55
PRINCIPAL
![Page 456: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/456.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.23925 0.21025 0.1595 0.06525 - - - - -0.4495 0.3915 0.26825 0.145 0.01 - - 0.01 0.0190.7105 0.638 0.51475 0.3625 0.09 - 0.02 0.01 0.1710.928 0.8845 0.783 0.64525 0.18 0.1 0.03 0.03 0.342
1.1455 1.102 1.015 0.899 0.33 0.2 0.06 0.11 0.6271.334 1.305 1.2325 1.1165 0.4 0.45 0.07 0.23 0.76
1.6385 1.6095 1.566 1.479 0.6 1.55 0.1 0.64 1.141.8415 1.8125 1.798 1.769 0.93 3.06 0.16 1.2 1.7671.972 1.9575 1.943 1.943 1.4 5.3 0.24 1.98 2.66
2.0735 2.059 2.059 2.059 2.2 5.4 0.38 3.15 4.182.1605 2.1605 2.1605 2.1605 3.3 12.1 0.58 4.17 6.272.233 2.233 2.233 2.233 4.6 15.8 0.82 5.48 8.742.291 2.291 2.291 2.291 6 19.5 1.07 7.13 11.4
![Page 457: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/457.jpg)
Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.1 - 0.029- - 0.2 - 0.116- 0.05 0.4 - 0.145
0.19 0.1 0.55 - 0.36250.38 0.25 0.64 - 0.957
0.855 0.5 1.4 0.0435 1.742.945 1.1 3.9 0.58 3.6255.814 1.75 7.03 1.131 5.68410.07 2.1 11.45 2.03 9.2810.26 2.6 17.4 3.045 14.522.99 3 24.1 4.06 20.330.02 3.45 32.1 5.51 27.2637.05 3.91 39.8 7.0905 34.365
![Page 458: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/458.jpg)
70Nr. 70.1 ly/lx = ∞
Mxm 0.042Mym 0.009Mxr 0Mxe 0.083Mye 0.057Myr 0.015
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
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Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0 0 0 0 0.25 0.19 0.12 0.050.02 0 0 0 0 0.32 0.26 0.18 0.09
0.045 0 0 0 0 0.47 0.43 0.35 0.230.079 0 0 0 0 0.64 0.61 0.54 0.3980.118 0 0 0 0 0.76 0.74 0.69 0.550.166 0 0 0 0 0.87 0.85 0.81 0.710.254 0 0 0 0 1.05 1.05 1.01 0.970.333 0 0 0 0 1.21 1.21 1.18 1.150.411 0 0 0 0 1.34 1.34 1.31 1.280.475 0 0 0 0 1.44 1.44 1.42 1.390.53 0 0 0 0 1.52 1.52 1.5 1.470.58 0 0 0 0 1.57 1.57 1.56 1.530.62 0 0 0 0 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 460: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/460.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.193 0.18 0.1 0.09 0.1 0.074 0.045 0.02 -0.27 0.235 0.155 0.15 0.18 0.135 0.085 0.04 -0.38 0.33 0.23 0.2 0.241 0.196 0.147 0.087 -
0.495 0.435 0.345 0.29 0.314 0.276 0.227 0.162 -0.6 0.55 0.48 0.4 0.389 0.352 308 0.238 -
0.71 0.69 0.63 0.57 0.453 0.413 0.378 0.309 -0.89 0.88 0.84 0.8 0.58 0.54 0.495 0.442 0.051.04 1.04 1 0.97 0.67 0.63 0.6 0.56 0.141.16 1.16 1.13 1.1 0.74 0.7 0.68 0.65 0.261.25 1.25 1.24 1.21 0.81 0.77 0.74 0.73 0.41.33 1.33 1.32 1.3 0.87 0.82 0.8 0.79 0.561.4 1.4 1.4 1.37 0.92 0.87 0.85 0.84 0.7
1.46 1.46 1.46 1.44 0.96 0.92 0.89 0.87 0.9
![Page 461: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/461.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - - 0 0 - 0.05 - -- - - 0 0 - 0.1 - 0.03
0.05 - 0.02 0 0 - 0.35 - 0.080.2 - 0.05 0 0 - 0.8 - 0.2
0.45 - 0.11 0 0 0.01 1.45 0.01 0.360.85 0.02 0.22 0 0 0.05 2.1 0.1 0.611.72 0.08 0.45 0 0 0.1 3.4 0.22 1.22.84 0.18 0.74 0 0 0.33 4.7 0.39 1.984.5 0.32 1.17 0 0 0.8 7 0.7 3.46.9 0.54 1.78 0 0 1.4 10.3 1.1 5.39.4 0.8 2.37 0 0 2.1 15 1.65 7.8
12.2 1.04 3.13 0 0 3 20.4 2.35 10.615.85 1.28 3.96 0 0 3.74 25.9 3.03 13.45
![Page 462: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/462.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 463: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/463.jpg)
70Nr. 70.2 ly/lx = ∞
Mxm 0.042Mym 0.009Mxr 0Mxe 0.083Mye 0.057Myr 0.015
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 464: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/464.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0 0 0 0 0.25 0.19 0.12 0.050.023 0 0 0 0 0.32 0.26 0.18 0.090.038 0 0 0 0 0.42 0.4 0.34 0.250.064 0 0 0 0 0.58 0.56 0.51 0.40.096 0 0 0 0 0.72 0.7 0.66 0.550.141 0 0 0 0 0.85 0.84 0.8 0.780.222 0 0 0 0 1.06 1.06 1.01 0.980.295 0 0 0 0 1.21 1.21 1.18 1.140.37 0 0 0 0 1.32 1.32 1.3 1.26
0.433 0 0 0 0 1.41 1.41 1.4 1.360.49 0 0 0 0 1.47 1.47 1.47 1.440.54 0 0 0 0 1.52 1.52 1.52 1.50.58 0 0 0 0 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 465: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/465.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.14 0.115 0.072 0.03 0.1 0.076 0.042 0.015 -0.25 0.21 0.14 0.08 0.174 0.133 0.082 0.036 -0.35 0.3 0.225 0.17 0.223 0.177 0.131 0.082 -0.45 0.405 0.335 0.27 0.275 0.235 0.197 0.158 -0.56 0.53 0.46 0.387 0.334 0.3 0.271 0.236 -0.68 0.65 0.61 0.54 0.41 0.376 0.343 0.31 0.30.88 0.86 0.83 0.76 0.53 0.498 0.474 0.431 0.81.03 1.03 0.99 0.92 0.63 0.59 0.56 0.53 1.251.15 1.15 1.13 1.05 0.71 0.67 0.64 0.61 1.651.25 1.25 1.24 1.16 0.77 0.74 0.71 0.68 21.34 1.34 1.33 1.25 0.84 0.8 0.77 0.74 2.41.42 1.42 1.42 1.33 0.89 0.85 0.82 0.79 2.751.49 1.49 1.49 1.39 0.94 0.9 0.88 0.83 3.12
![Page 466: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/466.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - 0.01 0 0 - 0.1 - 0.08- - 0.01 0 0 - 0.28 - 0.18
0.05 - 0.03 0 0 - 0.35 - 0.20.1 - 0.05 0 0 0.03 0.35 - 0.38
0.27 - 0.13 0 0 0.08 0.37 - 0.580.53 0.05 0.24 0 0 0.2 0.8 0.05 0.81.11 0.13 0.57 0 0 0.55 2.2 0.1 1.51.79 0.21 0.83 0 0 1 4.25 0.22 2.362.9 0.28 1.33 0 0 1.4 7.6 0.4 3.94.5 0.33 2.03 0 0 2 11.8 0.65 5.96.3 0.42 2.89 0 0 2.4 16.2 1 8.78.4 0.48 3.82 0 0 3 21.6 1.35 11.8
10.55 0.56 4.85 0 0 3.5 26.3 1.71 15.63
![Page 467: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/467.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 468: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/468.jpg)
71Nr. 71.1 ly/lx = 4
Mxm 0.042Mym 0.009Mxr 0.042Mxe 0.083Mye 0.057Myr 0.015
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 469: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/469.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.02 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.09
0.045 0.4313 0.342 0.2489 0.2413 0.47 0.43 0.35 0.230.079 0.5491 0.4579 0.38 0.3515 0.64 0.61 0.54 0.3980.118 0.6593 0.5795 0.5035 0.4465 0.76 0.74 0.69 0.550.166 0.76 0.6802 0.6118 0.5529 0.87 0.85 0.81 0.710.254 0.969 0.8892 0.8189 0.7505 1.05 1.05 1.01 0.970.333 1.14 1.064 1.007 0.912 1.21 1.21 1.18 1.150.411 1.311 1.254 1.178 1.083 1.34 1.34 1.31 1.280.475 1.444 1.387 1.33 1.197 1.44 1.44 1.42 1.390.53 1.558 1.52 1.444 1.311 1.52 1.52 1.5 1.470.58 0.703 1.596 1.539 1.387 1.57 1.57 1.56 1.530.62 1.71 1.653 1.577 1.425 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 470: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/470.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.193 0.18 0.1 0.09 0.1 0.074 0.045 0.02 -0.27 0.235 0.155 0.15 0.18 0.135 0.085 0.04 -0.38 0.33 0.23 0.2 0.241 0.196 0.147 0.087 -
0.495 0.435 0.345 0.29 0.314 0.276 0.227 0.162 -0.6 0.55 0.48 0.4 0.389 0.352 308 0.238 -
0.71 0.69 0.63 0.57 0.453 0.413 0.378 0.309 -0.89 0.88 0.84 0.8 0.58 0.54 0.495 0.442 0.051.04 1.04 1 0.97 0.67 0.63 0.6 0.56 0.141.16 1.16 1.13 1.1 0.74 0.7 0.68 0.65 0.261.25 1.25 1.24 1.21 0.81 0.77 0.74 0.73 0.41.33 1.33 1.32 1.3 0.87 0.82 0.8 0.79 0.561.4 1.4 1.4 1.37 0.92 0.87 0.85 0.84 0.7
1.46 1.46 1.46 1.44 0.96 0.92 0.89 0.87 0.9
![Page 471: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/471.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - - - - - 0.05 - -- - - - - - 0.1 - 0.03
0.05 - 0.02 - 0.095 - 0.35 - 0.080.2 - 0.05 - 0.38 - 0.8 - 0.2
0.45 - 0.11 - 0.855 0.01 1.45 0.01 0.360.85 0.02 0.22 - 1.615 0.05 2.1 0.1 0.611.72 0.08 0.45 0.095 3.268 0.1 3.4 0.22 1.22.84 0.18 0.74 0.266 5.396 0.33 4.7 0.39 1.984.5 0.32 1.17 0.494 8.55 0.8 7 0.7 3.46.9 0.54 1.78 0.76 13.11 1.4 10.3 1.1 5.39.4 0.8 2.37 1.064 17.86 2.1 15 1.65 7.8
12.2 1.04 3.13 1.33 23.18 3 20.4 2.35 10.615.85 1.28 3.96 1.71 30.115 3.74 25.9 3.03 13.45
![Page 472: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/472.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 473: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/473.jpg)
71Nr. 71.2 ly/lx = 4
Mxm 0.042Mym 0.009Mxr 0.042Mxe 0.083Mye 0.057Myr 0.015
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 474: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/474.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.023 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.090.038 0.5054 0.4104 0.3325 0.228 0.42 0.4 0.34 0.250.064 0.6308 0.551 0.475 0.3705 0.58 0.56 0.51 0.40.096 0.7581 0.6783 0.6042 0.5016 0.72 0.7 0.66 0.550.141 0.8588 0.7885 0.703 0.627 0.85 0.84 0.8 0.780.222 1.064 0.988 0.9215 0.836 1.06 1.06 1.01 0.980.295 1.235 1.178 1.102 1.007 1.21 1.21 1.18 1.140.37 1.406 1.349 1.273 1.197 1.32 1.32 1.3 1.26
0.433 1.558 1.501 1.425 1.33 1.41 1.41 1.4 1.360.49 1.653 1.615 1.539 1.444 1.47 1.47 1.47 1.440.54 1.729 1.691 1.615 1.52 1.52 1.52 1.52 1.50.58 1.786 1.729 1.653 1.558 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 475: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/475.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.14 0.115 0.072 0.03 0.1 0.076 0.042 0.015 -0.25 0.21 0.14 0.08 0.174 0.133 0.082 0.036 -0.35 0.3 0.225 0.17 0.223 0.177 0.131 0.082 -0.45 0.405 0.335 0.27 0.275 0.235 0.197 0.158 -0.56 0.53 0.46 0.387 0.334 0.3 0.271 0.236 -0.68 0.65 0.61 0.54 0.41 0.376 0.343 0.31 0.30.88 0.86 0.83 0.76 0.53 0.498 0.474 0.431 0.81.03 1.03 0.99 0.92 0.63 0.59 0.56 0.53 1.251.15 1.15 1.13 1.05 0.71 0.67 0.64 0.61 1.651.25 1.25 1.24 1.16 0.77 0.74 0.71 0.68 21.34 1.34 1.33 1.25 0.84 0.8 0.77 0.74 2.41.42 1.42 1.42 1.33 0.89 0.85 0.82 0.79 2.751.49 1.49 1.49 1.39 0.94 0.9 0.88 0.83 3.12
![Page 476: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/476.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - 0.01 - - - 0.1 - 0.08- - 0.01 - - - 0.28 - 0.18
0.05 - 0.03 - 0.095 - 0.35 - 0.20.1 - 0.05 - 0.19 0.03 0.35 - 0.38
0.27 - 0.13 - 0.513 0.08 0.37 - 0.580.53 0.05 0.24 0.57 1.007 0.2 0.8 0.05 0.81.11 0.13 0.57 1.52 2.109 0.55 2.2 0.1 1.51.79 0.21 0.83 2.375 3.401 1 4.25 0.22 2.362.9 0.28 1.33 3.135 5.51 1.4 7.6 0.4 3.94.5 0.33 2.03 3.8 8.55 2 11.8 0.65 5.96.3 0.42 2.89 4.56 11.97 2.4 16.2 1 8.78.4 0.48 3.82 5.225 15.96 3 21.6 1.35 11.8
10.55 0.56 4.85 5.928 20.045 3.5 26.3 1.71 15.63
![Page 477: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/477.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 478: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/478.jpg)
72Nr. 72.1 ly/lx = 2
Mxm 0.042Mym 0.01Mxr 0.042Mxe 0.083Mye 0.057Myr 0.015
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 479: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/479.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.02 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.09
0.045 0.4313 0.342 0.2489 0.2413 0.47 0.43 0.35 0.230.079 0.5491 0.4579 0.38 0.3515 0.64 0.61 0.54 0.3980.118 0.6593 0.5795 0.5035 0.4465 0.76 0.74 0.69 0.550.166 0.76 0.6802 0.6118 0.5529 0.87 0.85 0.81 0.710.254 0.969 0.8892 0.8189 0.7505 1.05 1.05 1.01 0.970.333 1.14 1.064 1.007 0.912 1.21 1.21 1.18 1.150.411 1.311 1.254 1.178 1.083 1.34 1.34 1.31 1.280.475 1.444 1.387 1.33 1.197 1.44 1.44 1.42 1.390.53 1.558 1.52 1.444 1.311 1.52 1.52 1.5 1.470.58 0.703 1.596 1.539 1.387 1.57 1.57 1.56 1.530.62 1.71 1.653 1.577 1.425 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 480: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/480.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.193 0.18 0.1 0.09 0.1 0.074 0.045 0.02 -0.27 0.235 0.155 0.15 0.18 0.135 0.085 0.04 -0.38 0.33 0.23 0.2 0.241 0.196 0.147 0.087 -
0.495 0.435 0.345 0.29 0.314 0.276 0.227 0.162 -0.6 0.55 0.48 0.4 0.389 0.352 308 0.238 -
0.71 0.69 0.63 0.57 0.453 0.413 0.378 0.309 -0.89 0.88 0.84 0.8 0.58 0.54 0.495 0.442 0.051.04 1.04 1 0.97 0.67 0.63 0.6 0.56 0.141.16 1.16 1.13 1.1 0.74 0.7 0.68 0.65 0.261.25 1.25 1.24 1.21 0.81 0.77 0.74 0.73 0.41.33 1.33 1.32 1.3 0.87 0.82 0.8 0.79 0.561.4 1.4 1.4 1.37 0.92 0.87 0.85 0.84 0.7
1.46 1.46 1.46 1.44 0.96 0.92 0.89 0.87 0.9
![Page 481: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/481.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - - - - - 0.05 - -- - - - - - 0.1 - 0.03
0.05 - 0.02 - 0.095 - 0.35 - 0.080.2 - 0.05 - 0.38 - 0.8 - 0.2
0.45 - 0.11 - 0.855 0.01 1.45 0.01 0.360.85 0.02 0.22 - 1.615 0.05 2.1 0.1 0.611.72 0.08 0.45 0.095 3.268 0.1 3.4 0.22 1.22.84 0.18 0.74 0.266 5.396 0.33 4.7 0.39 1.984.5 0.32 1.17 0.494 8.55 0.8 7 0.7 3.46.9 0.54 1.78 0.76 13.11 1.4 10.3 1.1 5.39.4 0.8 2.37 1.064 17.86 2.1 15 1.65 7.8
12.2 1.04 3.13 1.33 23.18 3 20.4 2.35 10.615.85 1.28 3.96 1.71 30.115 3.74 25.9 3.03 13.45
![Page 482: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/482.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 483: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/483.jpg)
72Nr. 72.2 ly/lx = 2
Mxm 0.042Mym 0.01Mxr 0.042Mxe 0.083Mye 0.057Myr 0.015
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 484: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/484.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.023 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.090.038 0.5054 0.4104 0.3325 0.228 0.42 0.4 0.34 0.250.064 0.6308 0.551 0.475 0.3705 0.58 0.56 0.51 0.40.096 0.7581 0.6783 0.6042 0.5016 0.72 0.7 0.66 0.550.141 0.8588 0.7885 0.703 0.627 0.85 0.84 0.8 0.780.222 1.064 0.988 0.9215 0.836 1.06 1.06 1.01 0.980.295 1.235 1.178 1.102 1.007 1.21 1.21 1.18 1.140.37 1.406 1.349 1.273 1.197 1.32 1.32 1.3 1.26
0.433 1.558 1.501 1.425 1.33 1.41 1.41 1.4 1.360.49 1.653 1.615 1.539 1.444 1.47 1.47 1.47 1.440.54 1.729 1.691 1.615 1.52 1.52 1.52 1.52 1.50.58 1.786 1.729 1.653 1.558 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 485: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/485.jpg)
Gleichlast um SLW von 1 t.m2Mye Myr Mxmt/a t/a für alle Werte t/a
0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L p
0.14 0.115 0.072 0.03 0.1 0.076 0.042 0.015 -0.25 0.21 0.14 0.08 0.174 0.133 0.082 0.036 -0.35 0.3 0.225 0.17 0.223 0.177 0.131 0.082 -0.45 0.405 0.335 0.27 0.275 0.235 0.197 0.158 -0.56 0.53 0.46 0.387 0.334 0.3 0.271 0.236 -0.68 0.65 0.61 0.54 0.41 0.376 0.343 0.31 0.30.88 0.86 0.83 0.76 0.53 0.498 0.474 0.431 0.81.03 1.03 0.99 0.92 0.63 0.59 0.56 0.53 1.251.15 1.15 1.13 1.05 0.71 0.67 0.64 0.61 1.651.25 1.25 1.24 1.16 0.77 0.74 0.71 0.68 21.34 1.34 1.33 1.25 0.84 0.8 0.77 0.74 2.41.42 1.42 1.42 1.33 0.89 0.85 0.82 0.79 2.751.49 1.49 1.49 1.39 0.94 0.9 0.88 0.83 3.12
![Page 486: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/486.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym Mxr Mxe Mye
für alle Werte t/a für alle Werte t/a
p' p p' p p' p p' p p'- - 0.01 - - - 0.1 - 0.08- - 0.01 - - - 0.28 - 0.18
0.05 - 0.03 - 0.095 - 0.35 - 0.20.1 - 0.05 - 0.19 0.03 0.35 - 0.38
0.27 - 0.13 - 0.513 0.08 0.37 - 0.580.53 0.05 0.24 0.57 1.007 0.2 0.8 0.05 0.81.11 0.13 0.57 1.52 2.109 0.55 2.2 0.1 1.51.79 0.21 0.83 2.375 3.401 1 4.25 0.22 2.362.9 0.28 1.33 3.135 5.51 1.4 7.6 0.4 3.94.5 0.33 2.03 3.8 8.55 2 11.8 0.65 5.96.3 0.42 2.89 4.56 11.97 2.4 16.2 1 8.78.4 0.48 3.82 5.225 15.96 3 21.6 1.35 11.8
10.55 0.56 4.85 5.928 20.045 3.5 26.3 1.71 15.63
![Page 487: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/487.jpg)
Myrfür alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 488: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/488.jpg)
73Nr. 73.1 ly/lx = 1.5
Mxm 0.042Mym 0.014Mxr 0.042Mxe 0.083Mye 0.057
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 489: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/489.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.02 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.09
0.045 0.4313 0.342 0.2489 0.2413 0.47 0.43 0.35 0.230.079 0.5491 0.4579 0.38 0.3515 0.64 0.61 0.54 0.3980.118 0.6593 0.5795 0.5035 0.4465 0.76 0.74 0.69 0.550.166 0.76 0.6802 0.6118 0.5529 0.87 0.85 0.81 0.710.254 0.969 0.8892 0.8189 0.7505 1.05 1.05 1.01 0.970.333 1.14 1.064 1.007 0.912 1.21 1.21 1.18 1.150.411 1.311 1.254 1.178 1.083 1.34 1.34 1.31 1.280.475 1.444 1.387 1.33 1.197 1.44 1.44 1.42 1.390.53 1.558 1.52 1.444 1.311 1.52 1.52 1.5 1.470.58 0.703 1.596 1.539 1.387 1.57 1.57 1.56 1.530.62 1.71 1.653 1.577 1.425 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 490: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/490.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.193 0.18 0.1 0.09 - - - - -0.27 0.235 0.155 0.15 - - - - -0.38 0.33 0.23 0.2 - 0.05 - 0.02 -
0.495 0.435 0.345 0.29 - 0.2 - 0.05 -0.6 0.55 0.48 0.4 - 0.45 - 0.11 -
0.71 0.69 0.63 0.57 - 0.85 0.02 0.22 -0.89 0.88 0.84 0.8 0.05 1.72 0.08 0.45 0.0951.04 1.04 1 0.97 0.14 2.84 0.18 0.74 0.2661.16 1.16 1.13 1.1 0.26 4.5 0.32 1.17 0.4941.25 1.25 1.24 1.21 0.4 6.9 0.54 1.78 0.761.33 1.33 1.32 1.3 0.56 9.4 0.8 2.37 1.0641.4 1.4 1.4 1.37 0.7 12.2 1.04 3.13 1.33
1.46 1.46 1.46 1.44 0.9 15.85 1.28 3.96 1.71
![Page 491: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/491.jpg)
Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.05 - -- - 0.1 - 0.03
0.095 - 0.35 - 0.080.38 - 0.8 - 0.2
0.855 0.01 1.45 0.01 0.361.615 0.05 2.1 0.1 0.613.268 0.1 3.4 0.22 1.25.396 0.33 4.7 0.39 1.988.55 0.8 7 0.7 3.4
13.11 1.4 10.3 1.1 5.317.86 2.1 15 1.65 7.823.18 3 20.4 2.35 10.6
30.115 3.74 25.9 3.03 13.45
![Page 492: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/492.jpg)
73Nr. 73.2 ly/lx = 1.5
Mxm 0.042Mym 0.014Mxr 0.042Mxe 0.083Mye 0.057
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 493: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/493.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.023 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.090.038 0.5054 0.4104 0.3325 0.228 0.42 0.4 0.34 0.250.064 0.6308 0.551 0.475 0.3705 0.58 0.56 0.51 0.40.096 0.7581 0.6783 0.6042 0.5016 0.72 0.7 0.66 0.550.141 0.8588 0.7885 0.703 0.627 0.85 0.84 0.8 0.780.222 1.064 0.988 0.9215 0.836 1.06 1.06 1.01 0.980.295 1.235 1.178 1.102 1.007 1.21 1.21 1.18 1.140.37 1.406 1.349 1.273 1.197 1.32 1.32 1.3 1.26
0.433 1.558 1.501 1.425 1.33 1.41 1.41 1.4 1.360.49 1.653 1.615 1.539 1.444 1.47 1.47 1.47 1.440.54 1.729 1.691 1.615 1.52 1.52 1.52 1.52 1.50.58 1.786 1.729 1.653 1.558 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 494: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/494.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.14 0.115 0.072 0.03 - - - 0.01 -0.25 0.21 0.14 0.08 - - - 0.01 -0.35 0.3 0.225 0.17 - 0.05 - 0.03 -0.45 0.405 0.335 0.27 - 0.1 - 0.05 -0.56 0.53 0.46 0.387 - 0.27 - 0.13 -0.68 0.65 0.61 0.54 0.3 0.53 0.05 0.24 0.570.88 0.86 0.83 0.76 0.8 1.11 0.13 0.57 1.521.03 1.03 0.99 0.92 1.25 1.79 0.21 0.83 2.3751.15 1.15 1.13 1.05 1.65 2.9 0.28 1.33 3.1351.25 1.25 1.24 1.16 2 4.5 0.33 2.03 3.81.34 1.34 1.33 1.25 2.4 6.3 0.42 2.89 4.561.42 1.42 1.42 1.33 2.75 8.4 0.48 3.82 5.2251.49 1.49 1.49 1.39 3.12 10.55 0.56 4.85 5.928
![Page 495: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/495.jpg)
Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.1 - 0.08- - 0.28 - 0.18
0.095 - 0.35 - 0.20.19 0.03 0.35 - 0.38
0.513 0.08 0.37 - 0.581.007 0.2 0.8 0.05 0.82.109 0.55 2.2 0.1 1.53.401 1 4.25 0.22 2.365.51 1.4 7.6 0.4 3.98.55 2 11.8 0.65 5.9
11.97 2.4 16.2 1 8.715.96 3 21.6 1.35 11.8
20.045 3.5 26.3 1.71 15.63
![Page 496: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/496.jpg)
74Nr. 74.1 ly/lx = 1.2
Mxm 0.04Mym 0.018Mxr 0.042Mxe 0.083Mye 0.057
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
![Page 497: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/497.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.02 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.09
0.045 0.4313 0.342 0.2489 0.2413 0.47 0.43 0.35 0.230.079 0.5491 0.4579 0.38 0.3515 0.64 0.61 0.54 0.3980.118 0.6593 0.5795 0.5035 0.4465 0.76 0.74 0.69 0.550.166 0.76 0.6802 0.6118 0.5529 0.87 0.85 0.81 0.710.254 0.969 0.8892 0.8189 0.7505 1.05 1.05 1.01 0.970.333 1.14 1.064 1.007 0.912 1.21 1.21 1.18 1.150.411 1.311 1.254 1.178 1.083 1.34 1.34 1.31 1.280.475 1.444 1.387 1.33 1.197 1.44 1.44 1.42 1.390.53 1.558 1.52 1.444 1.311 1.52 1.52 1.5 1.470.58 0.703 1.596 1.539 1.387 1.57 1.57 1.56 1.530.62 1.71 1.653 1.577 1.425 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 498: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/498.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.193 0.18 0.1 0.09 - - - - -0.27 0.235 0.155 0.15 - - - - -0.38 0.33 0.23 0.2 - 0.05 - 0.02 -
0.495 0.435 0.345 0.29 - 0.2 - 0.05 -0.6 0.55 0.48 0.4 - 0.45 - 0.11 -
0.71 0.69 0.63 0.57 - 0.85 0.02 0.22 -0.89 0.88 0.84 0.8 0.05 1.72 0.08 0.45 0.0951.04 1.04 1 0.97 0.14 2.84 0.18 0.74 0.2661.16 1.16 1.13 1.1 0.26 4.5 0.32 1.17 0.4941.25 1.25 1.24 1.21 0.4 6.9 0.54 1.78 0.761.33 1.33 1.32 1.3 0.56 9.4 0.8 2.37 1.0641.4 1.4 1.4 1.37 0.7 12.2 1.04 3.13 1.33
1.46 1.46 1.46 1.44 0.9 15.85 1.28 3.96 1.71
![Page 499: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/499.jpg)
Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.05 - -- - 0.1 - 0.03
0.095 - 0.35 - 0.080.38 - 0.8 - 0.2
0.855 0.01 1.45 0.01 0.361.615 0.05 2.1 0.1 0.613.268 0.1 3.4 0.22 1.25.396 0.33 4.7 0.39 1.988.55 0.8 7 0.7 3.4
13.11 1.4 10.3 1.1 5.317.86 2.1 15 1.65 7.823.18 3 20.4 2.35 10.6
30.115 3.74 25.9 3.03 13.45
![Page 500: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/500.jpg)
74Nr. 74.2 ly/lx = 1.2
Mxm 0.04Mym 0.018Mxr 0.042Mxe 0.083Mye 0.057
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
![Page 501: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/501.jpg)
Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.023 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.090.038 0.5054 0.4104 0.3325 0.228 0.42 0.4 0.34 0.250.064 0.6308 0.551 0.475 0.3705 0.58 0.56 0.51 0.40.096 0.7581 0.6783 0.6042 0.5016 0.72 0.7 0.66 0.550.141 0.8588 0.7885 0.703 0.627 0.85 0.84 0.8 0.780.222 1.064 0.988 0.9215 0.836 1.06 1.06 1.01 0.980.295 1.235 1.178 1.102 1.007 1.21 1.21 1.18 1.140.37 1.406 1.349 1.273 1.197 1.32 1.32 1.3 1.26
0.433 1.558 1.501 1.425 1.33 1.41 1.41 1.4 1.360.49 1.653 1.615 1.539 1.444 1.47 1.47 1.47 1.440.54 1.729 1.691 1.615 1.52 1.52 1.52 1.52 1.50.58 1.786 1.729 1.653 1.558 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 502: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/502.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.14 0.115 0.072 0.03 - - - 0.01 -0.25 0.21 0.14 0.08 - - - 0.01 -0.35 0.3 0.225 0.17 - 0.05 - 0.03 -0.45 0.405 0.335 0.27 - 0.1 - 0.05 -0.56 0.53 0.46 0.387 - 0.27 - 0.13 -0.68 0.65 0.61 0.54 0.3 0.53 0.05 0.24 0.570.88 0.86 0.83 0.76 0.8 1.11 0.13 0.57 1.521.03 1.03 0.99 0.92 1.25 1.79 0.21 0.83 2.3751.15 1.15 1.13 1.05 1.65 2.9 0.28 1.33 3.1351.25 1.25 1.24 1.16 2 4.5 0.33 2.03 3.81.34 1.34 1.33 1.25 2.4 6.3 0.42 2.89 4.561.42 1.42 1.42 1.33 2.75 8.4 0.48 3.82 5.2251.49 1.49 1.49 1.39 3.12 10.55 0.56 4.85 5.928
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Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.1 - 0.08- - 0.28 - 0.18
0.095 - 0.35 - 0.20.19 0.03 0.35 - 0.38
0.513 0.08 0.37 - 0.581.007 0.2 0.8 0.05 0.82.109 0.55 2.2 0.1 1.53.401 1 4.25 0.22 2.365.51 1.4 7.6 0.4 3.98.55 2 11.8 0.65 5.9
11.97 2.4 16.2 1 8.715.96 3 21.6 1.35 11.8
20.045 3.5 26.3 1.71 15.63
![Page 504: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/504.jpg)
75Nr. 75.1 ly/lx = 1
Mxm 0.03Mym 0.021Mxr 0.041Mxe 0.066Mye 0.056
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.095 0.054 0.0321 0.171 0.129 0.078 0.061 0.148 0.092 0.058
1.5 0.227 0.18 0.131 0.127 0.203 0.147 0.0812 0.289 0.241 0.2 0.185 0.257 0.206 0.116
2.5 0.347 0.305 0.265 0.235 0.296 0.248 0.1563 0.4 0.358 0.322 0.291 0.331 0.284 0.24 0.51 0.468 0.431 0.395 0.401 0.352 0.2875 0.6 0.56 0.53 0.48 0.46 0.416 0.3676 0.69 0.66 0.62 0.57 0.52 0.482 0.447 0.76 0.73 0.7 0.63 0.58 0.54 0.518 0.82 0.8 0.76 0.69 0.64 0.6 0.579 0.37 0.84 0.81 0.73 0.68 0.65 0.62
10 0.9 0.87 0.83 0.75 0.73 0.7 0.65
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Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.005 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.02 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.09
0.045 0.4313 0.342 0.2489 0.2413 0.47 0.43 0.35 0.230.079 0.5491 0.4579 0.38 0.3515 0.64 0.61 0.54 0.3980.118 0.6593 0.5795 0.5035 0.4465 0.76 0.74 0.69 0.550.166 0.76 0.6802 0.6118 0.5529 0.87 0.85 0.81 0.710.254 0.969 0.8892 0.8189 0.7505 1.05 1.05 1.01 0.970.333 1.14 1.064 1.007 0.912 1.21 1.21 1.18 1.150.411 1.311 1.254 1.178 1.083 1.34 1.34 1.31 1.280.475 1.444 1.387 1.33 1.197 1.44 1.44 1.42 1.390.53 1.558 1.52 1.444 1.311 1.52 1.52 1.5 1.470.58 0.703 1.596 1.539 1.387 1.57 1.57 1.56 1.530.62 1.71 1.653 1.577 1.425 1.59 1.59 1.58 1.56
PRINCIPAL
![Page 506: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/506.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.193 0.18 0.1 0.09 - - - - -0.27 0.235 0.155 0.15 - - - - -0.38 0.33 0.23 0.2 - 0.05 - 0.02 -
0.495 0.435 0.345 0.29 - 0.2 - 0.05 -0.6 0.55 0.48 0.4 - 0.45 - 0.11 -
0.71 0.69 0.63 0.57 - 0.85 0.02 0.22 -0.89 0.88 0.84 0.8 0.05 1.72 0.08 0.45 0.0951.04 1.04 1 0.97 0.14 2.84 0.18 0.74 0.2661.16 1.16 1.13 1.1 0.26 4.5 0.32 1.17 0.4941.25 1.25 1.24 1.21 0.4 6.9 0.54 1.78 0.761.33 1.33 1.32 1.3 0.56 9.4 0.8 2.37 1.0641.4 1.4 1.4 1.37 0.7 12.2 1.04 3.13 1.33
1.46 1.46 1.46 1.44 0.9 15.85 1.28 3.96 1.71
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Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.05 - -- - 0.1 - 0.03
0.095 - 0.35 - 0.080.38 - 0.8 - 0.2
0.855 0.01 1.45 0.01 0.361.615 0.05 2.1 0.1 0.613.268 0.1 3.4 0.22 1.25.396 0.33 4.7 0.39 1.988.55 0.8 7 0.7 3.4
13.11 1.4 10.3 1.1 5.317.86 2.1 15 1.65 7.823.18 3 20.4 2.35 10.6
30.115 3.74 25.9 3.03 13.45
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75Nr. 75.2 ly/lx = 1
Mxm 0.03Mym 0.021Mxr 0.041Mxe 0.066Mye 0.056
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.118 0.083 0.041 0.02 0.097 0.051 0.0311 0.171 0.129 0.078 0.061 0.149 0.091 0.051
1.5 0.266 0.216 0.175 0.12 0.187 0.134 0.082 0.332 0.29 0.25 0.195 0.215 0.168 0.096
2.5 0.399 0.357 0.318 0.264 0.248 0.198 0.1373 0.452 0.415 0.37 0.33 0.287 0.239 0.1794 0.56 0.52 0.485 0.44 0.361 0.315 0.2625 0.65 0.62 0.58 0.53 0.43 0.389 0.3386 0.74 0.71 0.67 0.63 0.498 0.457 0.4127 0.82 0.79 0.75 0.7 0.56 0.52 0.4798 0.87 0.85 0.81 0.76 0.61 0.58 0.549 0.91 0.89 0.85 0.8 0.66 0.63 0.59
10 0.94 0.91 0.87 0.82 0.71 0.67 0.63
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Mym in Plattenmitte Mxr Mxet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.008 0.2242 0.1577 0.0779 0.038 0.25 0.19 0.12 0.050.023 0.3249 0.2451 0.1482 0.1159 0.32 0.26 0.18 0.090.038 0.5054 0.4104 0.3325 0.228 0.42 0.4 0.34 0.250.064 0.6308 0.551 0.475 0.3705 0.58 0.56 0.51 0.40.096 0.7581 0.6783 0.6042 0.5016 0.72 0.7 0.66 0.550.141 0.8588 0.7885 0.703 0.627 0.85 0.84 0.8 0.780.222 1.064 0.988 0.9215 0.836 1.06 1.06 1.01 0.980.295 1.235 1.178 1.102 1.007 1.21 1.21 1.18 1.140.37 1.406 1.349 1.273 1.197 1.32 1.32 1.3 1.26
0.433 1.558 1.501 1.425 1.33 1.41 1.41 1.4 1.360.49 1.653 1.615 1.539 1.444 1.47 1.47 1.47 1.440.54 1.729 1.691 1.615 1.52 1.52 1.52 1.52 1.50.58 1.786 1.729 1.653 1.558 1.54 1.54 1.54 1.53
PRINCIPAL
![Page 510: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/510.jpg)
Gleichlast um SLW von 1 t.m2Mye Mxm Mym Mxrt/a für alle Werte t/a für alle Werte t/a
0.125 0.25 0.5 1L L L L p p' p p' p
0.14 0.115 0.072 0.03 - - - 0.01 -0.25 0.21 0.14 0.08 - - - 0.01 -0.35 0.3 0.225 0.17 - 0.05 - 0.03 -0.45 0.405 0.335 0.27 - 0.1 - 0.05 -0.56 0.53 0.46 0.387 - 0.27 - 0.13 -0.68 0.65 0.61 0.54 0.3 0.53 0.05 0.24 0.570.88 0.86 0.83 0.76 0.8 1.11 0.13 0.57 1.521.03 1.03 0.99 0.92 1.25 1.79 0.21 0.83 2.3751.15 1.15 1.13 1.05 1.65 2.9 0.28 1.33 3.1351.25 1.25 1.24 1.16 2 4.5 0.33 2.03 3.81.34 1.34 1.33 1.25 2.4 6.3 0.42 2.89 4.561.42 1.42 1.42 1.33 2.75 8.4 0.48 3.82 5.2251.49 1.49 1.49 1.39 3.12 10.55 0.56 4.85 5.928
![Page 511: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/511.jpg)
Gleichlast um SLW von 1 t.m2Mxr Mxe Mye
für alle Werte t/a
p' p p' p p'- - 0.1 - 0.08- - 0.28 - 0.18
0.095 - 0.35 - 0.20.19 0.03 0.35 - 0.38
0.513 0.08 0.37 - 0.581.007 0.2 0.8 0.05 0.82.109 0.55 2.2 0.1 1.53.401 1 4.25 0.22 2.365.51 1.4 7.6 0.4 3.98.55 2 11.8 0.65 5.9
11.97 2.4 16.2 1 8.715.96 3 21.6 1.35 11.8
20.045 3.5 26.3 1.71 15.63
![Page 512: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/512.jpg)
76Nr. 76.1 ly/lx= 2
Mxm 0.1Mym 0.033
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 513: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/513.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/afür alle Werte t/a1
L p p' p p'0.02 - 0.1 - -
0.053 - 0.2 - -0.103 - 0.5 - 0.090.172 - 1 - 0.190.238 - 1.78 - 0.320.314 0.1 2.8 0.04 0.550.444 0.25 5.6 0.17 1.230.55 0.54 9.6 0.4 2.260.64 0.8 14.6 0.64 3.570.71 1.1 20.6 0.93 5.180.78 1.5 27.5 1.26 7.080.84 1.8 35.4 1.57 9.230.88 2.16 44 0.192 11.63
PRINCIPAL
![Page 514: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/514.jpg)
76.2Nr. 76.2 ly/lx= 2
Mxm 0.1Mym 0.033
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
![Page 515: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/515.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/afür alle Werte t/a1
L p p' p p'0.028 - - - -0.063 - 0.15 - 0.030.118 0.1 0.23 0.02 0.070.179 0.25 0.4 0.04 0.120.253 0.58 0.96 0.1 0.240.323 1 1.35 0.17 0.40.433 2.2 2.85 0.37 1.030.53 3.46 5.65 0.58 2.030.62 4.7 8 0.78 3.060.7 5.75 11.8 0.92 4.54
0.76 6.9 16.4 1.29 6.280.82 8 22.1 1.3 8.250.87 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 516: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/516.jpg)
77Nr. 77.1 ly/lx= 1.5
Mxm 0.078Mym 0.04
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 517: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/517.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/afür alle Werte t/a1
L p p' p p'0.02 - 0.1 - -
0.053 - 0.2 - -0.103 - 0.5 - 0.090.172 - 1 - 0.190.238 - 1.78 - 0.320.314 0.1 2.8 0.04 0.550.444 0.25 5.6 0.17 1.230.55 0.54 9.6 0.4 2.260.64 0.8 14.6 0.64 3.570.71 1.1 20.6 0.93 5.180.78 1.5 27.5 1.26 7.080.84 1.8 35.4 1.57 9.230.88 2.16 44 0.192 11.63
PRINCIPAL
![Page 518: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/518.jpg)
77.2Nr. 77.2 ly/lx= 1.5
Mxm 0.078Mym 0.04
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
![Page 519: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/519.jpg)
Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/afür alle Werte t/a1
L p p' p p'0.028 - - - -0.063 - 0.15 - 0.030.118 0.1 0.23 0.02 0.070.179 0.25 0.4 0.04 0.120.253 0.58 0.96 0.1 0.240.323 1 1.35 0.17 0.40.433 2.2 2.85 0.37 1.030.53 3.46 5.65 0.58 2.030.62 4.7 8 0.78 3.060.7 5.75 11.8 0.92 4.54
0.76 6.9 16.4 1.29 6.280.82 8 22.1 1.3 8.250.87 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 520: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/520.jpg)
78Nr. 78.1 ly/lx = 1.2
Mxm 0.059Mym 0.043
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.115 0.095 0.05 0.035 0.102 0.074 0.0451 0.205 0.17 0.104 0.03 0.18 0.135 0.086
1.5 0.295 0.242 0.198 0.174 0.251 0.2 0.1562 0.393 0.35 0.314 0.275 0.336 0.288 0.24
2.5 0.495 0.45 0.415 0.372 0.42 0.372 0.3193 0.58 0.53 0.5 0.45 0.497 0.447 0.3914 0.71 0.67 0.65 0.58 0.63 0.59 0.535 0.81 0.78 0.75 0.68 0.74 0.71 0.646 0.9 0.86 0.83 0.76 0.82 0.79 0.737 0.97 0.93 0.9 0.83 0.89 0.86 0.88 1.03 0.99 0.97 0.89 0.95 0.92 0.869 1.07 1.05 1.03 0.95 1 0.98 0.91
10 1.12 1.1 1.08 1 1.03 1.01 0.95
PRINCIPAL
![Page 521: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/521.jpg)
Radduck des SLW von 1,0tMxm Mym
für alle Werte t/a1L p p' p p'
0.02 - - -0.051 - 0.03 - 0.020.117 - 0.06 - 0.030.196 - 0.2 - 0.10.27 - 0.51 - 0.280.34 - 0.92 0.02 0.53
0.471 0.08 1.97 0.13 1.140.59 0.2 3.28 0.31 1.870.68 0.38 4.9 0.57 2.770.75 0.61 6.8 0.88 3.80.81 0.9 9.31 1.3 5.30.86 1.12 12 1.72 70.89 1.45 16.88 2.25 10.44
PRINCIPAL
![Page 522: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/522.jpg)
78Nr. 78.2 ly/lx = 1.2
Mxm 0.059Mym 0.043
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.125 0.083 0.06 0.032 0.104 0.076 0.0471 0.21 0.15 0.106 0.06 0.177 0.132 0.085
1.5 0.32 0.255 0.205 0.17 0.249 0.198 0.1432 0.45 0.39 0.34 0.29 0.317 0.273 0.228
2.5 0.55 0.5 0.455 0.395 0.375 0.343 0.3033 0.63 0.59 0.55 0.486 0.468 0.432 0.3754 0.75 0.71 0.69 0.62 0.61 0.58 0.515 0.85 0.82 0.79 0.73 0.7 0.68 0.626 0.92 0.9 0.88 0.82 0.78 0.76 0.717 0.99 0.97 0.95 0.89 0.85 0.83 0.788 1.05 1.03 1.01 0.95 0.91 0.88 0.849 1.1 1.08 1.07 1.01 0.95 0.93 0.88
10 1.15 1.14 1.12 1.06 0.99 0.97 0.91
PRINCIPAL
![Page 523: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/523.jpg)
Radduck des SLW von 1,0tMxm Mym
für alle Werte t/a1L p p' p p'
0.039 - - - 0.020.069 - - - 0.040.124 - 0.04 - 0.050.198 - 0.15 - 0.140.269 - 0.38 - 0.310.369 0.07 0.7 0.02 0.560.458 0.29 1.5 0.09 1.230.56 0.69 2.53 0.22 2.060.65 1.15 4 0.4 3.170.72 1.7 5.72 0.62 4.450.78 2.3 8 0.84 6.170.82 2.9 10.55 1.07 8.010.86 3.65 14.39 1.37 11.26
PRINCIPAL
![Page 524: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/524.jpg)
79Nr. 79.1 ly/lx = 1
Mxm 0.043Mym 0.043
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.108 0.077 0.047 0.041 0.12 0.085 0.0561 0.178 0.133 0.087 0.075 0.185 0.14 0.094
1.5 0.242 0.197 0.151 0.12 0.255 0.205 0.1582 0.313 0.273 0.226 0.197 0.35 0.3 0.23
2.5 0.382 0.346 0.303 0.264 0.429 0.384 0.3153 0.45 0.416 0.373 0.332 0.5 0.46 0.394 0.58 0.55 0.5 0.453 0.63 0.59 0.535 0.71 0.67 0.63 0.56 0.75 0.71 0.656 0.8 0.77 0.71 0.65 0.83 0.81 0.757 0.86 0.84 0.78 0.72 0.9 0.88 0.828 0.91 0.89 0.84 0.77 0.95 0.93 0.889 0.96 0.94 0.89 0.82 0.99 0.97 0.92
10 0.99 0.97 0.93 0.86 1.02 1 0.95
PRINCIPAL
![Page 525: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/525.jpg)
Radduck des SLW von 1,0tMxm Mym
für alle Werte t/a1L p p' p p'
0.044 - 0.01 - -0.076 - 0.04 - 0.020.12 - 0.1 - 0.040.2 - 0.18 - 0.2
0.271 - 0.32 - 0.240.344 0.01 0.55 - 0.40.475 0.05 1.15 0.14 0.9
0.6 0.17 2.1 0.36 1.660.69 0.34 3.32 0.7 2.70.76 0.56 4.75 1.08 3.90.82 0.75 6.5 1.53 5.50.87 0.99 8.25 1.98 7.20.9 1.27 10.91 2.51 9.65
PRINCIPAL
![Page 526: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/526.jpg)
79Nr. 79.2 ly/lx = 1
Mxm 0.043 Mym 0.043
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12 0.085 0.056 0.044 0.108 0.077 0.0471 0.185 0.14 0.094 0.076 0.178 0.133 0.087
1.5 0.255 0.205 0.158 0.12 0.242 0.197 0.1512 0.35 0.3 0.23 0.2 0.313 0.273 0.226
2.5 0.429 0.384 0.315 0.271 0.382 0.346 0.3033 0.5 0.46 0.39 0.344 0.45 0.416 0.3734 0.63 0.59 0.53 0.475 0.58 0.55 0.55 0.75 0.71 0.65 0.6 0.71 0.67 0.636 0.83 0.81 0.75 0.69 0.8 0.77 0.717 0.9 0.88 0.82 0.76 0.86 0.84 0.788 0.95 0.93 0.88 0.82 0.91 0.89 0.849 0.99 0.97 0.92 0.87 0.96 0.94 0.89
10 1.02 1 0.95 0.9 0.99 0.97 0.93
PRINCIPAL
![Page 527: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/527.jpg)
Radduck des SLW von 1,0tMxm Mym
für alle Werte t/a1L p p' p p'
0.041 - - - 0.010.075 - 0.02 - 0.040.12 - 0.04 - 0.1
0.197 - 0.2 - 0.180.264 - 0.24 - 0.320.332 - 0.4 0.01 0.550.453 0.14 0.9 0.05 1.150.56 0.36 1.66 0.17 2.10.65 0.7 2.7 0.34 3.320.72 1.08 3.9 0.56 4.750.77 1.53 5.5 0.75 6.50.82 1.98 7.2 0.99 8.250.86 2.15 9.65 1.27 10.91
PRINCIPAL
![Page 528: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/528.jpg)
80Nr. 80.1 ly/lx = 0.8
Mxm 0.027 Mym 0.04
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.105 0.075 0.037 0.03 0.11 0.082 0.0461 0.172 0.127 0.072 0.057 0.18 0.142 0.09
1.5 0.229 0.179 0.12 0.092 0.25 0.205 0.1552 0.263 0.221 0.176 0.131 0.33 0.285 0.234
2.5 0.311 0.278 0.232 0.184 0.407 0.366 0.3133 0.376 0.336 0.289 0.235 0.48 0.44 0.3884 0.51 0.469 0.411 0.347 0.63 0.59 0.535 0.64 0.61 0.54 0.468 0.77 0.74 0.666 0.74 0.71 0.64 0.56 0.88 0.85 0.767 0.79 0.77 0.7 0.63 0.94 0.92 0.848 0.84 0.82 0.76 0.69 1 0.98 0.99 0.88 0.86 0.81 0.75 1.04 1.02 0.96
10 0.91 0.89 0.85 0.78 1.08 1.06 1
PRINCIPAL
![Page 529: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/529.jpg)
Radduck des SLW von 1,0tMxm Mym
für alle Werte t/a1
L p p' p p'0.03 - - - -
0.058 - 0.01 - 0.020.11 - 0.04 - 0.05
0.188 - 0.1 - 0.20.264 - 0.18 - 0.230.335 - 0.32 - 0.40.476 0.03 0.69 0.15 0.860.61 0.11 1.14 0.36 1.50.72 0.23 1.81 0.7 2.450.79 0.36 2.62 1.1 3.60.86 0.54 3.63 1.55 50.92 0.71 4.87 2 6.70.96 0.93 6.76 2.56 9.09
PRINCIPAL
![Page 530: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/530.jpg)
80Nr. 80.2 ly/lx = 0.8
Mxm 0.027 Mym 0.04
Brückenklasse 30t bis 60t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.102 0.07 0.038 0.025 0.11 0.08 0.0451 0.17 0.12 0.073 0.048 0.186 0.14 0.086
1.5 0.234 0.178 0.123 0.076 0.25 0.2 0.1362 0.302 0.247 0.181 0.122 0.31 0.258 0.186
2.5 0.368 0.311 0.243 0.154 0.36 0.315 0.2553 0.441 0.386 0.313 0.236 0.468 0.422 0.354 0.56 0.51 0.443 0.361 0.62 0.58 0.515 0.67 0.63 0.57 0.488 0.74 0.7 0.626 0.75 0.72 0.66 0.59 0.82 0.79 0.727 0.82 0.8 0.74 0.67 0.9 0.87 0.88 0.87 0.85 0.8 0.72 0.95 0.92 0.859 0.92 0.9 0.85 0.77 1 0.97 0.91
10 0.96 0.95 0.89 0.81 1.04 1.02 0.96
PRINCIPAL
![Page 531: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/531.jpg)
Radduck des SLW von 1,0tMxm Mym
für alle Werte t/a1
L p p' p p'0.027 - - -0.06 - 0.01 - 0.03
0.105 - 0.04 - 0.060.15 - 0.08 - 0.15
0.214 - 0.16 - 0.30.306 - 0.23 - 0.490.454 0.03 0.56 0.02 1.060.57 0.09 1.06 0.06 1.90.66 0.25 1.74 0.2 3.180.74 0.45 2.54 0.34 4.560.8 0.7 3.54 0.5 6.22
0.86 1 4.71 0.71 8.240.91 1.34 6.21 0.93 10.7
PRINCIPAL
![Page 532: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/532.jpg)
82Nr. 82.1 ly/lx = 2
Mxm 0.092Mym 0.035Mye 0.121
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 533: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/533.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02 0.1 0.074 0.045 0.02 - 0.1 - -
0.053 0.18 0.135 0.085 0.04 - 0.2 - -0.103 0.241 0.196 0.147 0.087 - 0.5 - 0.090.172 0.314 0.276 0.227 0.162 - 1 - 0.190.238 0.389 0.352 308 0.238 - 1.78 - 0.320.314 0.453 0.413 0.378 0.309 0.1 2.8 0.04 0.550.444 0.58 0.54 0.495 0.442 0.25 5.6 0.17 1.230.55 0.67 0.63 0.6 0.56 0.54 9.6 0.4 2.260.64 0.74 0.7 0.68 0.65 0.8 14.6 0.64 3.570.71 0.81 0.77 0.74 0.73 1.1 20.6 0.93 5.180.78 0.87 0.82 0.8 0.79 1.5 27.5 1.26 7.080.84 0.92 0.87 0.85 0.84 1.8 35.4 1.57 9.230.88 0.96 0.92 0.89 0.87 2.16 44 0.192 11.63
PRINCIPAL
![Page 534: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/534.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 535: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/535.jpg)
82Nr. 82.2 ly/lx = 2
Mxm 0.092Mym 0.035Mye 0.121
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
![Page 536: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/536.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.028 0.1 0.076 0.042 0.015 - - - -0.063 0.174 0.133 0.082 0.036 - 0.15 - 0.030.118 0.223 0.177 0.131 0.082 0.1 0.23 0.02 0.070.179 0.275 0.235 0.197 0.158 0.25 0.4 0.04 0.120.253 0.334 0.3 0.271 0.236 0.58 0.96 0.1 0.240.323 0.41 0.376 0.343 0.31 1 1.35 0.17 0.40.433 0.53 0.498 0.474 0.431 2.2 2.85 0.37 1.030.53 0.63 0.59 0.56 0.53 3.46 5.65 0.58 2.030.62 0.71 0.67 0.64 0.61 4.7 8 0.78 3.060.7 0.77 0.74 0.71 0.68 5.75 11.8 0.92 4.54
0.76 0.84 0.8 0.77 0.74 6.9 16.4 1.29 6.280.82 0.89 0.85 0.82 0.79 8 22.1 1.3 8.250.87 0.94 0.9 0.88 0.83 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 537: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/537.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 538: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/538.jpg)
83Nr. 83.1 ly/lx = 1.5
Mxm 0.066Mym 0.04Mye 0.112
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 539: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/539.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02 0.1 0.074 0.045 0.02 - 0.1 - -
0.053 0.18 0.135 0.085 0.04 - 0.2 - -0.103 0.241 0.196 0.147 0.087 - 0.5 - 0.090.172 0.314 0.276 0.227 0.162 - 1 - 0.190.238 0.389 0.352 308 0.238 - 1.78 - 0.320.314 0.453 0.413 0.378 0.309 0.1 2.8 0.04 0.550.444 0.58 0.54 0.495 0.442 0.25 5.6 0.17 1.230.55 0.67 0.63 0.6 0.56 0.54 9.6 0.4 2.260.64 0.74 0.7 0.68 0.65 0.8 14.6 0.64 3.570.71 0.81 0.77 0.74 0.73 1.1 20.6 0.93 5.180.78 0.87 0.82 0.8 0.79 1.5 27.5 1.26 7.080.84 0.92 0.87 0.85 0.84 1.8 35.4 1.57 9.230.88 0.96 0.92 0.89 0.87 2.16 44 0.192 11.63
PRINCIPAL
![Page 540: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/540.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 541: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/541.jpg)
83Nr. 83.2 ly/lx = 1.5
Mxm 0.066Mym 0.04Mye 0.112
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
![Page 542: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/542.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.028 0.1 0.076 0.042 0.015 - - - -0.063 0.174 0.133 0.082 0.036 - 0.15 - 0.030.118 0.223 0.177 0.131 0.082 0.1 0.23 0.02 0.070.179 0.275 0.235 0.197 0.158 0.25 0.4 0.04 0.120.253 0.334 0.3 0.271 0.236 0.58 0.96 0.1 0.240.323 0.41 0.376 0.343 0.31 1 1.35 0.17 0.40.433 0.53 0.498 0.474 0.431 2.2 2.85 0.37 1.030.53 0.63 0.59 0.56 0.53 3.46 5.65 0.58 2.030.62 0.71 0.67 0.64 0.61 4.7 8 0.78 3.060.7 0.77 0.74 0.71 0.68 5.75 11.8 0.92 4.54
0.76 0.84 0.8 0.77 0.74 6.9 16.4 1.29 6.280.82 0.89 0.85 0.82 0.79 8 22.1 1.3 8.250.87 0.94 0.9 0.88 0.83 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 543: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/543.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 544: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/544.jpg)
Nr. 84.1 ly/lx = 1.2Mxm 0.045Mym 0.039Mye 0.098
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1 0.07 0.04 0.02 0.1 0.074 0.0451 0.18 0.13 0.084 0.036 0.18 0.135 0.085
1.5 0.245 0.2 0.155 0.096 0.241 0.196 0.1472 0.325 0.28 0.24 0.17 0.314 0.276 0.227
2.5 0.395 0.36 0.32 0.26 0.389 0.352 3083 0.465 0.43 0.395 0.33 0.453 0.413 0.3784 0.6 0.56 0.52 0.45 0.58 0.54 0.4955 0.71 0.68 0.62 0.55 0.67 0.63 0.66 0.79 0.77 0.7 0.63 0.74 0.7 0.687 0.86 0.84 0.77 0.7 0.81 0.77 0.748 0.91 0.89 0.83 0.76 0.87 0.82 0.89 0.95 0.94 0.89 0.82 0.92 0.87 0.85
10 0.99 0.98 0.94 0.87 0.96 0.92 0.89
PRINCIPAL
![Page 545: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/545.jpg)
Radduck des SLW von 1,0tMym in Plattenmitte
t/a t/a1 0.125 0.25 0.5 1L L L L L
0.02 0.13 0.11 0.08 0.040.04 0.28 0.24 0.18 0.1
0.087 0.465 0.425 0.36 0.2650.162 0.64 0.61 0.55 0.470.238 0.8 0.77 0.72 0.650.309 0.93 0.9 0.87 0.80.442 1.15 1.13 1.11 1.050.56 1.29 1.28 1.26 1.220.65 1.39 1.38 1.36 1.330.73 1.47 1.46 1.45 1.420.79 1.52 1.51 1.51 1.480.84 1.57 1.57 1.57 1.530.87 1.61 1.61 1.61 1.58
¾ Myr in Randmitte
PRINCIPAL
![Page 546: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/546.jpg)
Nr. 84.2 ly/lx = 1.2Mxm 0.045Mym 0.039Mye 0.098
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.123 0.082 0.05 0.02 0.1 0.076 0.0421 0.195 0.145 0.093 0.04 0.174 0.133 0.082
1.5 0.26 0.21 0.16 0.1 0.223 0.177 0.1312 0.35 0.31 0.256 0.195 0.275 0.235 0.197
2.5 0.431 0.4 0.35 0.28 0.334 0.3 0.2713 0.51 0.48 0.43 0.36 0.41 0.376 0.3434 0.64 0.61 0.57 0.486 0.53 0.498 0.4745 0.73 0.71 0.67 0.58 0.63 0.59 0.566 0.81 0.78 0.75 0.67 0.71 0.67 0.647 0.87 0.85 0.83 0.75 0.77 0.74 0.718 0.93 0.91 0.89 0.81 0.84 0.8 0.779 0.97 0.95 0.94 0.87 0.89 0.85 0.82
10 1.02 1 1 0.92 0.94 0.9 0.88
PRINCIPAL
![Page 547: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/547.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.015 0.186 0.15 0.1 0.058 - - - 0.020.036 0.34 0.305 0.22 0.115 - 0.02 - 0.040.082 0.51 0.475 0.4 0.28 - 0.1 - 0.070.158 0.67 0.64 0.59 0.5 - 0.2 - 0.160.236 0.81 0.78 0.75 0.69 - 0.24 - 0.280.31 0.94 0.92 0.9 0.85 0.02 0.4 0.01 0.5
0.431 1.15 1.14 1.13 1.11 0.2 0.86 0.07 1.050.53 1.31 1.3 1.29 1.27 0.46 1.66 0.15 1.750.61 1.41 1.41 1.38 1.37 0.86 2.88 0.28 2.730.68 1.48 1.48 1.46 1.45 1.25 4.35 0.46 3.850.74 1.54 1.54 1.52 1.51 1.62 6 0.69 5.290.79 1.58 1.58 1.58 1.56 2.05 7.5 0.93 7.080.83 1.61 1.61 1.61 1.6 2.52 9.35 1.08 9.5
¾ Mye in Randmitte
PRINCIPAL
![Page 548: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/548.jpg)
für alle Werte t/a
p p'- 0.05- 0.1
0.01 0.20.05 0.450.1 0.770.2 1.2
0.45 2.50.91 4.661.8 83 12
4.3 175.7 22.67.8 27.92
¾ Mye
![Page 549: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/549.jpg)
85Nr. 85.1 ly/lx = 1
Mxm 0.03Mym 0.036Mye 0.084
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.096 0.068 0.037 0.025 0.115 0.08 0.0481 155 118 68 48 172 135 85
1.5 201 168 121 75 203 180 1302 269 228 181 125 312 265 210
2.5 325 289 241 187 382 335 2703 379 346 299 239 445 400 3354 0.481 0.452 0.408 0.348 0.56 0.51 0.465 58 55 51 450 65 61 586 66 63 59 53 74 70 677 72 70 66 61 80 77 738 78 75 71 66 86 82 789 82 80 76 71 90 87 83
10 0.86 0.83 0.8 0.75 0.94 0.9 0.87
PRINCIPAL
![Page 550: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/550.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.018 0.115 0.115 0.08 0.04 - 0.01 - -
50 235 220 160 90 - 3 - 0.01105 410 380 320 220 - 5 - 3170 60 57 52 425 - 8 - 7225 76 74 68 60 - 11 - 18285 90 88 83 75 0.02 25 0.01 350.42 1.12 1.1 1.06 1 0.06 0.71 .15 0.7555 1.26 1.24 1.22 1.17 14 1.33 31 1.2765 1.35 1.34 1.32 1.28 26 2.3 65 1.9573 1.43 1.42 1.4 1.37 38 3.3 1 2.7678 1.48 1.48 1.47 1.43 54 4.58 1.45 3.983 1.53 1.53 1.52 1.48 68 5.9 1.8 5.25
0.87 1.56 1.56 1.56 1.52 0.88 7.64 2.26 7.75
¾ Mye in Randmitte
PRINCIPAL
![Page 551: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/551.jpg)
für alle Werte t/a
p p'- 0.1- 30- 30- 30- 38
0.03 800.2 2.3
0.53 4.541 8.2
1.4 12.62 17.4
2.5 223.11 26.3
¾ Mye
![Page 552: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/552.jpg)
85Nr. 85.2 ly/lx = 1
Mxm 0.03Mym 0.036Mye 0.084
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.098 0.072 0.04 0.032 0.105 0.07 0.041 158 119 72 55 175 125 80
1.5 218 180 118 73 215 170 1252 290 225 173 135 256 220 185
2.5 352 323 233 194 313 281 2503 412 380 288 253 385 351 3054 0.51 0.48 0.399 0.367 0.51 0.47 0.425 59 56 51 475 61 57 536 66 64 60 57 68 65 627 73 70 68 64 75 71 708 78 75 73 70 81 77 759 83 81 78 75 87 83 80
10 0.87 0.85 0.82 0.79 0.92 0.87 0.84
![Page 553: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/553.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.015 0.165 0.145 0.11 0.045 - - - 0.01
33 310 270 185 100 - 0.01 - 385 490 440 355 250 - 3 - 4
160 64 61 54 445 - 7 - 14225 79 76 70 62 - 17 - 27290 92 90 85 77 0.02 30 - 50
0.404 1.13 1.11 1.08 1.02 0.1 0.68 0.03 1.0651 1.27 1.25 1.24 1.22 20 1.17 8 1.7559 1.36 1.35 1.34 1.34 45 1.81 18 2.666 1.43 1.42 1.42 1.42 70 2.6 28 3.672 1.49 1.49 1.49 1.49 1.02 3.63 44 577 1.54 1.54 1.54 1.54 1.35 4.85 56 6.6
0.81 1.58 1.58 1.58 1.58 1.75 6.66 0.75 9.48
¾ Mye in Randmitte
PRINCIPAL
![Page 554: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/554.jpg)
für alle Werte t/a
p p'- 0.02- 8- 10- 25- 66
0.03 1.20.4 2.578 3.921.4 6.42.1 102.8 143.8 18.8
4.89 23.7
¾ Mye
![Page 555: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/555.jpg)
86Nr. 86.1 ly/lx = 0.8
Mxm 0.017Mym 0.03Mye 0.064
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.087 0.057 0.025 0.017 0.105 0.076 0.0541 142 98 51 32 174 125 90
1.5 174 132 81 49 230 179 1302 200 163 117 69 295 250 200
2.5 231 199 156 114 362 320 2653 281 240 204 161 423 381 3314 0.382 0.338 0.299 0.249 0.54 0.5 0.4555 468 428 383 328 65 61 576 55 50 456 398 74 70 667 61 57 52 464 81 77 748 67 63 58 52 87 82 799 73 68 63 57 91 86 84
10 0.77 0.73 0.68 0.62 0.94 0.9 0.87
PRINCIPAL
![Page 556: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/556.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.03 0.125 0.1 0.075 0.06 - - - -70 231 200 143 125 - 0.01 - -74 360 330 271 190 - 3 - -
136 51 475 425 340 - 6 - -201 63 61 56 484 - 11 - 0.02265 76 73 69 62 - 18 - 130.39 0.99 0.96 0.92 0.88 0.02 0.34 0.09 0.4451 1.18 1.15 1.12 1.09 5 60 28 9461 1.31 1.28 1.25 1.23 9 95 55 1.6169 1.38 1.36 1.34 1.32 16 1.37 85 2.4574 1.44 1.42 1.41 1.39 23 1.94 1.24 3.4579 1.48 1.47 1.46 1.45 32 2.6 1.65 4.6
0.82 1.51 1.5 1.5 1.49 0.41 3.85 2.13 5.96
¾ Mye in Randmitte
PRINCIPAL
![Page 557: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/557.jpg)
für alle Werte t/a
p p'- -- 0.2- 20- 10- 14
0.1 350.4 1.3548 2.8380 4.71.2 6.9
1.65 9.82.1 13.4
2.57 18.85
¾ Mye
![Page 558: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/558.jpg)
86Nr. 86.2 ly/lx = 0.8
Mxm 0.017Mym 0.03Mye 0.064
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.088 0.058 0.027 0.011 0.1 0.07 0.0431 143 98 51 23 165 119 83
1.5 177 132 82 40 214 166 1212 219 170 119 84 261 214 183
2.5 263 221 165 129 310 275 2403 313 264 203 172 359 310 2874 0.401 0.351 0.284 0.255 0.456 0.406 0.385 477 430 357 332 56 50 4646 55 50 426 402 65 58 547 61 57 491 468 72 66 628 67 63 56 53 79 73 699 73 68 61 59 85 79 76
10 0.78 0.73 0.67 0.65 0.9 0.85 0.82
![Page 559: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/559.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.025 0.196 0.146 0.11 0.05 - - - -
50 274 224 179 96 - - - 0.0272 395 375 305 180 - 0.01 - 5
129 55 53 455 330 - 4 - 10187 68 66 59 470 - 7 - 23235 81 79 72 59 - 12 - 35
0.329 1.04 1.01 0.94 0.81 0.01 0.28 0 0.8414 1.22 1.17 1.12 0.99 5 53 0.02 1.46490 1.34 1.28 1.25 1.13 15 82 9 2.356 1.41 1.36 1.35 1.26 31 1.18 17 3.363 1.47 1.43 1.42 1.36 50 1.65 30 4.5970 1.5 1.49 1.48 1.45 72 2.22 46 6.25
0.76 1.53 1.53 1.53 1.53 1.01 2.94 0.61 8.24
¾ Mye in Randmitte
PRINCIPAL
![Page 560: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/560.jpg)
für alle Werte t/a
p p'- -- 0.05- 10- 30- 48
0.05 800.1 1.6817 2,.8250 4.31 6.2
1.7 8.52.5 11.7
3.46 17.5
Gleichlast um SLW von 1 t.m2
¾ Mye
![Page 561: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/561.jpg)
Gleichlast um SLW von 1 t.m2
![Page 562: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/562.jpg)
88Nr. 88.1 ly/lx = 2
Mxm 0.084Mym 0.037Mye 0.119
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
PRINCIPAL
![Page 563: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/563.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02 0.1 0.074 0.045 0.02 - 0.1 - -
0.053 0.18 0.135 0.085 0.04 - 0.2 - -0.103 0.241 0.196 0.147 0.087 - 0.5 - 0.090.172 0.314 0.276 0.227 0.162 - 1 - 0.190.238 0.389 0.352 308 0.238 - 1.78 - 0.320.314 0.453 0.413 0.378 0.309 0.1 2.8 0.04 0.550.444 0.58 0.54 0.495 0.442 0.25 5.6 0.17 1.230.55 0.67 0.63 0.6 0.56 0.54 9.6 0.4 2.260.64 0.74 0.7 0.68 0.65 0.8 14.6 0.64 3.570.71 0.81 0.77 0.74 0.73 1.1 20.6 0.93 5.180.78 0.87 0.82 0.8 0.79 1.5 27.5 1.26 7.080.84 0.92 0.87 0.85 0.84 1.8 35.4 1.57 9.230.88 0.96 0.92 0.89 0.87 2.16 44 0.192 11.63
PRINCIPAL
![Page 564: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/564.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 565: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/565.jpg)
88Nr. 88.2 ly/lx = 2
Mxm 0.084Mym 0.037Mye 0.119
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
PRINCIPAL
![Page 566: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/566.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.028 0.1 0.076 0.042 0.015 - - - -0.063 0.174 0.133 0.082 0.036 - 0.15 - 0.030.118 0.223 0.177 0.131 0.082 0.1 0.23 0.02 0.070.179 0.275 0.235 0.197 0.158 0.25 0.4 0.04 0.120.253 0.334 0.3 0.271 0.236 0.58 0.96 0.1 0.240.323 0.41 0.376 0.343 0.31 1 1.35 0.17 0.40.433 0.53 0.498 0.474 0.431 2.2 2.85 0.37 1.030.53 0.63 0.59 0.56 0.53 3.46 5.65 0.58 2.030.62 0.71 0.67 0.64 0.61 4.7 8 0.78 3.060.7 0.77 0.74 0.71 0.68 5.75 11.8 0.92 4.54
0.76 0.84 0.8 0.77 0.74 6.9 16.4 1.29 6.280.82 0.89 0.85 0.82 0.79 8 22.1 1.3 8.250.87 0.94 0.9 0.88 0.83 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 567: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/567.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 568: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/568.jpg)
89Nr. 89.1 ly/lx = 1.5
Mxm 0.054Mym 0.039Mye 0.105
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.185 0.135 0.085 0.06 0.148 0.089 0.0641 0.250 0.21 0.155 0.115 0.2 0.143 0.086
1.5 0.380 0.304 0.29 0.215 0.262 0.206 0.1382 0.52 0.487 0.438 0.376 0.338 0.288 0.205
2.5 0.63 0.6 0.55 0.5 0.415 0.366 0.2723 0.71 0.69 0.64 0.59 0.495 0.441 0.3424 0.85 0.83 0.79 0.75 0.63 0.57 0.475 0.96 0.94 0.91 0.87 0.72 0.67 0.586 1.04 1.03 1 0.96 0.81 0.76 0.667 1.11 1.1 1.08 1.03 0.88 0.83 0.748 1.17 1.15 1.13 1.09 0.95 0.88 0.89 1.22 1.2 1.18 1.13 0.98 0.94 0.86
10 1.25 1.24 1.22 1.17 1.02 0.98 0.9
![Page 569: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/569.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.02 0.1 0.074 0.045 0.02 - 0.1 - -
0.053 0.18 0.135 0.085 0.04 - 0.2 - -0.103 0.241 0.196 0.147 0.087 - 0.5 - 0.090.172 0.314 0.276 0.227 0.162 - 1 - 0.190.238 0.389 0.352 308 0.238 - 1.78 - 0.320.314 0.453 0.413 0.378 0.309 0.1 2.8 0.04 0.550.444 0.58 0.54 0.495 0.442 0.25 5.6 0.17 1.230.55 0.67 0.63 0.6 0.56 0.54 9.6 0.4 2.260.64 0.74 0.7 0.68 0.65 0.8 14.6 0.64 3.570.71 0.81 0.77 0.74 0.73 1.1 20.6 0.93 5.180.78 0.87 0.82 0.8 0.79 1.5 27.5 1.26 7.080.84 0.92 0.87 0.85 0.84 1.8 35.4 1.57 9.230.88 0.96 0.92 0.89 0.87 2.16 44 0.192 11.63
PRINCIPAL
![Page 570: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/570.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.03- 0.04- 0.09- 0.17
0.02 0.350.1 0.79
0.31 1.440.6 2.29
0.95 3.31.4 4.54
1.85 62.24 8.19
![Page 571: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/571.jpg)
89Nr. 89.2 ly/lx = 1.5
Mxm 0.054Mym 0.039Mye 0.105
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.2 0.17 0.112 0.065 0.155 0.095 0.0691 0.351 0.3 0.237 0.176 0.223 0.158 0.11
1.5 0.431 0.4 0.351 0.305 0.267 0.22 0.162 0.52 0.491 0.461 0.421 0.322 0.263 0.228
2.5 0.62 0.59 0.56 0.53 0.382 0.338 0.293 0.72 0.69 0.67 0.63 0.457 0.408 0.3614 0.87 0.85 0.82 0.8 0.58 0.53 0.4725 0.99 0.98 0.95 0.93 0.69 0.64 0.586 1.08 1.07 1.04 1.02 0.77 0.73 0.667 1.15 1.14 1.11 1.1 0.84 0.8 0.738 1.2 1.19 1.17 1.15 0.9 0.86 0.89 1.24 1.23 1.21 1.2 0.96 0.91 0.85
10 1.27 1.26 1.24 1.23 1.02 0.95 0.9
![Page 572: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/572.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mye in Randmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.028 0.1 0.076 0.042 0.015 - - - -0.063 0.174 0.133 0.082 0.036 - 0.15 - 0.030.118 0.223 0.177 0.131 0.082 0.1 0.23 0.02 0.070.179 0.275 0.235 0.197 0.158 0.25 0.4 0.04 0.120.253 0.334 0.3 0.271 0.236 0.58 0.96 0.1 0.240.323 0.41 0.376 0.343 0.31 1 1.35 0.17 0.40.433 0.53 0.498 0.474 0.431 2.2 2.85 0.37 1.030.53 0.63 0.59 0.56 0.53 3.46 5.65 0.58 2.030.62 0.71 0.67 0.64 0.61 4.7 8 0.78 3.060.7 0.77 0.74 0.71 0.68 5.75 11.8 0.92 4.54
0.76 0.84 0.8 0.77 0.74 6.9 16.4 1.29 6.280.82 0.89 0.85 0.82 0.79 8 22.1 1.3 8.250.87 0.94 0.9 0.88 0.83 9.12 28.7 1.46 10.67
PRINCIPAL
![Page 573: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/573.jpg)
Mye
für alle Werte t/a
p p'- 0.02- 0.04- 0.07- 0.16- 0.28
0.01 0.50.07 1.050.15 1.750.28 2.730.46 3.850.69 5.290.93 7.081.08 9.5
![Page 574: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/574.jpg)
Nr. 90.1 ly/lx = 1.2Mxm 0.035Mym 0.036Mye 0.087
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.11 0.075 0.035 0.01 0.1 0.074 0.041 0.17 0.125 0.075 0.03 0.165 0.135 0.08
1.5 0.205 0.16 0.12 0.075 0.22 0.185 0.132 0.242 0.205 0.18 0.14 0.3 0.255 0.2
2.5 0.297 0.265 0.24 0.201 0.369 0.32 0.2653 0.365 0.335 0.295 0.26 0.44 0.385 0.3264 0.49 0.455 0.402 0.37 0.56 0.51 0.455 0.58 0.55 0.51 0.47 0.66 0.62 0.576 0.66 0.63 0.59 0.56 0.75 0.71 0.667 0.73 0.69 0.65 0.63 0.81 0.78 0.738 0.78 0.75 0.71 0.68 0.86 0.84 0.789 0.83 0.8 0.76 0.73 0.91 0.88 0.83
10 0.88 0.84 0.8 0.76 0.94 0.91 0.86
![Page 575: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/575.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.012 0.13 0.11 0.08 0.04 - - - -0.03 0.25 0.22 0.175 0.09 - 0.01 - -0.08 0.45 0.4 0.325 0.22 - 0.06 - 0.030.15 0.64 0.6 0.52 0.415 - 0.16 - 0.10.22 0.79 0.75 0.68 0.59 - 0.26 - 0.18
0.286 0.93 0.89 0.83 0.74 - 0.42 - 0.330.42 1.12 1.1 1.05 0.99 0.02 0.9 0.1 0.750.54 1.26 1.24 1.22 1.18 0.05 1.58 0.29 1.250.64 1.36 1.35 1.33 1.31 0.13 2.58 0.55 2.060.71 1.44 1.43 1.42 1.4 0.2 3.8 0.85 3.20.77 1.5 1.49 1.49 1.47 0.3 5.4 1.15 4.550.82 1.54 1.54 1.54 1.52 0.44 7.05 1.5 5.950.85 1.57 1.57 1.57 1.54 0.57 8.96 1.84 7.45
¾ Mye in Randmitte
PRINCIPAL
![Page 576: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/576.jpg)
für alle Werte t/a
p p'- 0.05- 0.1- 0.18- 0.2- 0.22
0.03 0.630.21 2.30.51 4.650.9 7.81.4 11.72 16.6
2.6 223,.08 26.8
¾ Mye
![Page 577: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/577.jpg)
Nr. 90.2 ly/lx = 1.2Mxm 0.035Mym 0.036Mye 0.087
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.12 0.08 0.045 0.018 0.09 0.075 0.0381 0.175 0.13 0.08 0.035 0.16 0.13 0.075
1.5 0.22 0.18 0.12 0.075 0.205 0.17 0.1252 0.28 0.25 0.185 0.15 0.246 0.218 0.19
2.5 0.351 0.32 0.24 0.212 0.301 0.28 0.253 0.436 0.392 0.305 0.275 0.385 0.35 0.3064 0.56 0.51 0.425 0.396 0.51 0.472 0.425 0.66 0.61 0.54 0.51 0.62 0.57 0.536 0.74 0.68 0.64 0.61 0.7 0.66 0.627 0.8 0.75 0.71 0.68 0.77 0.72 0.688 0.85 0.8 0.72 0.69 0.82 0.78 0.749 0.89 0.85 0.81 0.79 0.87 0.84 0.79
10 0.92 0.89 0.85 0.82 0.91 0.88 0.83
![Page 578: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/578.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.013 0.185 0.14 0.1 0.056 - - - -0.03 0.35 0.28 0.195 0.11 - - - 0.020.08 0.5 0.44 0.355 0.23 - 0.01 - 0.050.15 0.65 0.6 0.53 0.43 - 0.03 - 0.15
0.214 0.79 0.74 0.69 0.61 - 0.1 - 0.260.279 0.91 0.88 0.83 0.76 - 0.17 - 0.450.39 1.12 1.09 1.06 1.01 0.03 0.3 0.02 0.960.49 1.29 1.27 1.24 1.21 0.15 0.7 0.08 1.680.57 1.41 1.39 1.37 1.34 0.31 1.19 0.2 2.860.64 1.49 1.49 1.46 1.43 0.6 1.95 0.35 4.30.7 1.55 1.54 1.53 1.5 1 3 0.53 5.9
0.75 1.59 1.59 1.58 1.55 1.4 4.3 0.7 7.40.79 1.62 1.62 1.62 1.58 2.12 7.2 0.85 9.2
¾ Mye in Randmitte
PRINCIPAL
![Page 579: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/579.jpg)
für alle Werte t/a
p p'- 0.02- 0.06- 0.2
0.02 0.40.06 0.670.2 1.150.6 1.4
1.05 3.991.7 6.82.5 10.53.4 14.94.4 19.8
5.29 24.2
¾ Mye
![Page 580: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/580.jpg)
Nr. 91.1 ly/lx = 1Mxm 0.021Mym 0.03Mye 0.069
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.091 0.061 0.03 0.02 0.1 0.078 0.0451 0.152 0.108 0.063 0.042 0.162 0.126 0.08
1.5 0.181 0.138 0.087 0.365 0.23 0.18 0.122 0.21 0.167 0.121 0.105 0.31 0.255 0.2
2.5 0.245 0.208 0.155 0.141 0.378 0.32 0.2653 0.307 0.268 0.218 0.197 0.44 0.38 0.334 0.407 0.375 0.326 0.301 0.54 0.5 0.4555 0.492 0.452 0.416 0.395 0.63 0.6 0.576 0.57 0.54 0.49 0.464 0.71 0.68 0.667 0.63 0.61 0.55 0.53 0.77 0.75 0.728 0.68 0.66 0.61 0.58 0.83 0.8 0.789 0.73 0.72 0.66 0.63 0.89 0.85 0.82
10 0.77 0.76 0.7 0.67 0.93 0.88 0.85
PRINCIPAL
![Page 581: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/581.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.016 0.105 0.105 0.075 0.035 - - - -0.045 0.221 0.206 0.156 0.083 - - - -
0.1 0.37 0.34 0.285 0.2 - 0.01 - -0.16 0.52 0.49 0.43 0.365 - 0.03 - 0.02
0.223 0.65 0.63 0.58 0.52 - 0.05 - 0.050.285 0.79 0.765 0.72 0.66 0.01 0.13 0.04 0.140.405 1.03 1.01 0.97 0.92 0.03 0.39 0.15 0.440.53 1.24 1.22 1.19 1.14 0.05 0.77 0.31 0.850.62 1.36 1.35 1.31 1.28 0.11 1.31 0.55 1.550.69 1.43 1.42 1.4 1.36 0.17 2.01 0.85 2.50.74 1.48 1.48 1.47 1.42 0.25 2.9 1.25 3.80.77 1.52 1.52 1.52 1.46 0.36 3.85 1.65 50.79 1.53 1.53 1.53 1.49 0.46 5.12 2.1 6.73
¾ Mye in Randmitte
PRINCIPAL
![Page 582: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/582.jpg)
für alle Werte t/a
p p'- -- -- 0.02- 0.08- 0.13
0.05 0.450.2 1.6
0.47 3.460.6 6.21 9.6
1.5 13.72.1 17.4
2.64 20.85
¾ Mye
![Page 583: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/583.jpg)
Nr. 91.2 ly/lx = 1Mxm 0.021Mym 0.03Mye 0.069
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.095 0.062 0.036 0.03 0.09 0.072 0.041 0.151 0.106 0.063 0.055 0.154 0.12 0.075
1.5 0.184 0.136 0.096 0.073 0.205 0.166 0.1252 0.224 0.172 0.13 0.11 0.255 0.22 0.185
2.5 0.279 0.226 0.156 0.149 0.31 0.28 0.2453 0.348 0.297 0.213 0.209 0.365 0.33 0.34 0.456 0.403 0.319 0.315 0.48 0.44 0.4155 0.54 0.492 0.411 0.406 0.59 0.55 0.536 0.61 0.57 0.488 0.483 0.68 0.64 0.627 0.67 0.63 0.56 0.55 0.75 0.75 0.698 0.71 0.68 0.62 0.61 0.81 0.77 0.749 0.75 0.72 0.66 0.66 0.85 0.81 0.78
10 0.77 0.76 0.7 0.7 0.89 0.84 0.81
![Page 584: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/584.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.01 0.16 0.13 0.086 0.045 - - - -
0.045 0.27 0.235 0.265 0.1 - - - -0.1 0.38 0.35 0.29 0.205 - 0.01 - 0.03
0.162 0.55 0.52 0.46 0.37 - 0.01 - 0.060.222 0.7 0.67 0.61 0.51 - 0.02 - 0.130.28 0.83 0.8 0.75 0.66 0.02 0.08 - 0.260.39 1.04 1.02 0.98 0.91 0.06 0.24 0.02 0.80.5 1.21 1.19 1.17 1.13 0.13 0.48 0.06 1.55
0.59 1.32 1.3 1.28 1.27 0.25 0.88 0.15 2.60.66 1.41 1.39 1.38 1.37 0.41 1.39 0.25 3.850.71 1.48 1.46 1.45 1.43 0.62 2.03 0.36 5.30.75 1.53 1.52 1.51 1.49 0.86 2.73 0.5 7.050.77 1.57 1.56 1.55 1.53 1.11 3.43 0.64 8.75
¾ Mye in Randmitte
PRINCIPAL
![Page 585: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/585.jpg)
für alle Werte t/a
p p'- 0.01- 0.03- 0.05- 0.22- 0.56
0.05 10.2 2
0.53 3.141 5
1.6 7.82.4 11.63.2 15
4.13 19.4
¾ Mye
![Page 586: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/586.jpg)
Nr. 92.1 ly/lx = 0.8Mxm 0.016Mym 0.024Mye 0.05
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.085 0.051 0.019 0.008 0.12 0.07 0.0351 0.137 0.083 0.041 0.017 0.163 0.118 0.068
1.5 0.169 0.115 0.064 0.029 0.205 0.161 0.1052 0.202 0.146 0.091 0.055 0.265 0.22 0.15
2.5 0.226 0.176 0.117 0.091 0.319 0.279 0.2053 0.259 0.21 0.14 0.119 0.38 0.335 0.2654 0.326 0.274 0.194 0.181 0.49 0.445 0.385 0.391 0.34 0.253 0.241 0.59 0.54 0.486 0.45 0.401 0.314 0.305 0.67 0.63 0.577 0.51 0.457 0.381 0.371 0.74 0.69 0.648 0.57 0.52 0.444 0.436 0.79 0.75 0.79 0.62 0.57 0.51 0.5 0.83 0.79 0.74
10 0.67 0.62 0.57 0.57 0.86 0.82 0.77
![Page 587: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/587.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.03 0.12 0.095 0.07 0.056 - - - -0.06 0.225 0.18 0.14 0.12 - - - -
0.075 0.32 0.295 0.2 0.18 - 0.01 - 0.020.105 0.42 0.39 0.29 0.27 - 0.04 - 0.060.173 0.52 0.5 0.4 0.37 - 0.08 - 0.120.236 0.65 0.62 0.55 0.5 - 0.13 0.02 0.180.36 0.88 0.85 0.81 0.76 0.02 0.27 0.11 0.35
0.465 1.07 1.04 1.01 0.96 0.04 0.44 0.25 0.560.55 1.21 1.19 1.15 1.11 0.08 0.77 0.46 1.020.63 1.32 1.3 1.27 1.23 0.12 1.23 0.7 1.750.69 1.4 1.39 1.37 1.32 0.17 1.82 1 2.70.73 1.44 1.44 1.43 1.38 0.23 2.44 1.36 3.850.76 1.46 1.46 1.46 1.4 0.29 3.37 1.76 5.23
¾ Mye in Randmitte
PRINCIPAL
![Page 588: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/588.jpg)
für alle Werte t/a
p p'- -- -- 0.05- 0.08- 0.1
0.02 0.20.1 0.5
0.32 0.910.65 1.70.95 3.41.25 61.55 91.99 13.65
¾ Mye
![Page 589: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/589.jpg)
Nr. 92.2 ly/lx = 0.8Mxm 0.016Mym 0.024Mye 0.05
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.078 0.049 0.021 0.008 0.095 0.065 0.0351 0.136 0.086 0.041 0.017 0.155 0.115 0.065
1.5 0.177 0.122 0.063 0.033 0.21 0.155 0.12 0.216 0.168 0.09 0.066 0.245 0.205 0.14
2.5 0.253 0.204 0.121 0.104 0.295 0.256 0.1763 0.288 0.24 0.154 0.138 0.355 0.315 0.2234 0.356 0.307 0.223 0.205 0.46 0.425 0.315 0.42 0.374 0.286 0.273 0.55 0.52 0.3936 0.482 0.433 0.35 0.338 0.64 0.6 0.4737 0.54 0.493 0.413 0.397 0.71 0.68 0.558 0.6 0.55 0.473 0.459 0.77 0.74 0.629 0.64 0.6 0.53 0.52 0.81 0.78 0.68
10 0.69 0.64 0.59 0.58 0.83 0.81 0.73
![Page 590: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/590.jpg)
Radduck des SLW von 1,0t Gleichlast um SLW von 1 t.m2Mym in Plattenmitte Mxm Mym
t/a t/afür alle Werte t/a1 0.125 0.25 0.5 1
L L L L L p p' p p'0.01 0.185 0.135 0.1 0.045 - - - -
0.025 0.264 0.21 0.156 0.145 - - - -0.05 0.32 0.3 0.215 0.19 - - - 0.02
0.085 0.46 0.42 0.32 0.25 - 0.02 - 0.10.133 0.57 0.54 0.43 0.39 - 0.04 - 0.20.175 0.7 0.66 0.56 0.52 0.01 0.08 - 0.30.265 0.88 0.86 0.76 0.72 0.06 0.2 0.01 0.60.249 1.05 1.03 0.94 0.9 0.15 0.41 0.02 1.250.425 1.18 1.16 1.09 1.04 0.24 0.63 0.05 1.8
0.5 1.26 1.26 1.2 1.15 0.35 0.96 0.1 2.70.57 1.36 1.36 1.32 1.26 0.47 1.33 0.18 3.90.63 1.43 1.43 1.41 1.35 0.6 1.74 0.27 5.30.69 1.49 1.49 1.49 1.44 0.74 2.18 0.38 6.93
¾ Mye in Randmitte
PRINCIPAL
![Page 591: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/591.jpg)
für alle Werte t/a
p p'- 0.02- 0.08- 0.15- 0.25- 0.34
0.02 0.550.08 1.150.15 2.040.4 3.6
0.78 5.581.25 7.81.75 102.31 12.86
Gleichlast um SLW von 1 t.m2
¾ Mye
![Page 592: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/592.jpg)
Gleichlast um SLW von 1 t.m2
![Page 593: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/593.jpg)
97Nr. 97.1 ly/lx= 1
Mxm 0.021Mym 0.021
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.157 0.063 0.035 0.01 0.1 0.073 0.0391 0.223 0.116 0.064 0.02 0.16 0.12 0.066
1.5 0.245 0.168 0.1 0.045 0.244 0.18 0.12 0.269 0.221 0.152 0.095 0.29 0.25 0.16
2.5 0.298 0.273 0.206 0.143 0.347 0.315 0.2123 0.347 0.324 0.258 0.198 0.41 0.378 0.274 0.435 0.413 0.344 0.295 0.51 0.48 0.3655 0.52 0.493 0.429 0.382 0.59 0.56 0.456 0.59 0.57 0.5 0.46 0.66 0.64 0.527 0.65 0.63 0.57 0.53 0.72 0.7 0.598 0.71 0.7 0.64 0.6 0.77 0.75 0.659 0.77 0.76 0.7 0.66 0.82 0.8 0.7
10 0.83 0.82 0.76 0.72 0.86 0.84 0.75
![Page 594: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/594.jpg)
Mym in Plattenmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.01 0.14 0.115 0.072 0.03 0.193 0.18 0.1 0.090.022 0.25 0.21 0.14 0.08 0.27 0.235 0.155 0.150.04 0.35 0.3 0.225 0.17 0.38 0.33 0.23 0.20.09 0.45 0.405 0.335 0.27 0.495 0.435 0.345 0.29
0.146 0.56 0.53 0.46 0.387 0.6 0.55 0.48 0.40.21 0.68 0.65 0.61 0.54 0.71 0.69 0.63 0.57
0.318 0.88 0.86 0.83 0.76 0.89 0.88 0.84 0.80.418 1.03 1.03 0.99 0.92 1.04 1.04 1 0.970.51 1.15 1.15 1.13 1.05 1.16 1.16 1.13 1.10.59 1.25 1.25 1.24 1.16 1.25 1.25 1.24 1.210.66 1.34 1.34 1.33 1.25 1.33 1.33 1.32 1.30.73 1.42 1.42 1.42 1.33 1.4 1.4 1.4 1.370.79 1.49 1.49 1.49 1.39 1.46 1.46 1.46 1.44
¾ Mxm in Randmitte ¾ Mye in Randmitte
PRINCIPAL
![Page 595: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/595.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - 0.08 - -- - - - - 0.18 - 0.03- - - 0.02 - 0.2 - 0.08- 0.03 - 0.05 - 0.38 - 0.2- 0.06 - 0.08 - 0.58 0.01 0.36- 0.14 0.02 0.14 0.05 0.8 0.1 0.61
0.03 0.46 0.07 0.3 0.1 1.5 0.22 1.20.05 0.94 0.14 0.56 0.22 2.36 0.39 1.980.1 1.56 0.28 1 0.4 3.9 0.7 3.4
0.15 2.4 0.5 1.62 0.65 5.9 1.1 5.30.21 3.4 0.76 2.34 1 8.7 1.65 7.80.28 4.3 1.06 3.04 1.35 11.8 2.35 10.60.37 5.79 1.47 3.93 1.71 15.63 3.03 13.45
¾ Mxm ¾ Mye
![Page 596: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/596.jpg)
Nr. 97.3 ly/lx= 1Mxm 0.021Mym 0.021
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Mxm in Plattenmitte Mym in Plattenmittet/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 0.1 0.073 0.039 0.01 0.157 0.063 0.0351 0.16 0.12 0.066 0.022 0.223 0.116 0.064
1.5 0.244 0.18 0.1 0.04 0.245 0.168 0.12 0.29 0.25 0.16 0.09 0.269 0.221 0.152
2.5 0.347 0.315 0.212 0.146 0.298 0.273 0.2063 0.41 0.378 0.27 0.21 0.347 0.324 0.2584 0.51 0.48 0.365 0.318 0.435 0.413 0.3445 0.59 0.56 0.45 0.418 0.52 0.493 0.4296 0.66 0.64 0.52 0.51 0.59 0.57 0.57 0.72 0.7 0.59 0.59 0.65 0.63 0.578 0.77 0.75 0.65 0.66 0.71 0.7 0.649 0.82 0.8 0.7 0.73 0.77 0.76 0.7
10 0.86 0.84 0.75 0.79 0.83 0.82 0.76
![Page 597: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/597.jpg)
Mym in Plattenmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.01 0.193 0.18 0.1 0.09 0.14 0.115 0.072 0.030.02 0.27 0.235 0.155 0.15 0.25 0.21 0.14 0.08
0.045 0.38 0.33 0.23 0.2 0.35 0.3 0.225 0.170.095 0.495 0.435 0.345 0.29 0.45 0.405 0.335 0.270.143 0.6 0.55 0.48 0.4 0.56 0.53 0.46 0.3870.198 0.71 0.69 0.63 0.57 0.68 0.65 0.61 0.540.295 0.89 0.88 0.84 0.8 0.88 0.86 0.83 0.760.382 1.04 1.04 1 0.97 1.03 1.03 0.99 0.920.46 1.16 1.16 1.13 1.1 1.15 1.15 1.13 1.050.53 1.25 1.25 1.24 1.21 1.25 1.25 1.24 1.160.6 1.33 1.33 1.32 1.3 1.34 1.34 1.33 1.25
0.66 1.4 1.4 1.4 1.37 1.42 1.42 1.42 1.330.72 1.46 1.46 1.46 1.44 1.49 1.49 1.49 1.39
¾ Mxm in Randmitte ¾ Mye in Randmitte
PRINCIPAL
![Page 598: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/598.jpg)
Gleichlast um SLW von 1 t.m2Mxm Mym
für alle Werte t/a für alle Werte t/a
p p' p p' p p' p p'- - - - - - - 0.08- - - - - 0.03 - 0.18- 0.02 - - 0.08 - 0.2- 0.05 - 0.03 - 0.2 - 0.38- 0.08 - 0.06 0.01 0.36 - 0.58
0.02 0.14 - 0.14 0.1 0.61 0.05 0.80.07 0.3 0.03 0.46 0.22 1.2 0.1 1.50.14 0.56 0.05 0.94 0.39 1.98 0.22 2.360.28 1 0.1 1.56 0.7 3.4 0.4 3.90.5 1.62 0.15 2.4 1.1 5.3 0.65 5.9
0.76 2.34 0.21 3.4 1.65 7.8 1 8.71.06 3.04 0.28 4.3 2.35 10.6 1.35 11.81.47 3.93 0.37 5.79 3.03 13.45 1.71 15.63
Gleichlast um SLW von 1 t.m2
¾ Mxm ¾ Mye
![Page 599: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/599.jpg)
Gleichlast um SLW von 1 t.m2
![Page 600: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/600.jpg)
98Nr. 98.1 ly/lx= ∞
Mxe 0.5Myr 0
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Myr in Mitte des freien Randest/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.125 0.12 0.12 0.115 0.085 0.15 0.08 0.040.25 0.225 0.225 0.21 0.16 0.255 0.15 0.075
0.375 0.31 0.31 0.29 0.23 0.33 0.2 0.10.5 0.38 0.38 0.363 0.285 0.385 0.25 0.13
0.625 0.447 0.44 0.427 0.337 0.425 0.287 0.160.75 0.61 0.58 0.54 0.46 0.46 0.32 0.19
1 0.89 0.86 0.83 0.72 0.54 0.4 0.2651.25 1.14 1.11 1.09 0.93 0.62 0.489 0.3491.5 1.38 1.34 1.34 1.18 0.71 0.58 0.445
1.75 1.6 1.56 1.56 1.42 0.8 0.68 0.552 1.8 1.78 1.76 1.66 0.89 0.79 0.66
2.25 2 1.98 1.96 1.87 0.99 0.89 0.772.5 2.19 2.19 1.16 2.09 1.08 0.99 0.88
¾ Mxe in Randmitte
![Page 601: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/601.jpg)
Myr in Mitte des freien Randes (+) Mxm in Plattenmitte (+) Mym in Plattenmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.01 0.03 0.012 0.007 0.001 0.052 0.027 0.009 0.0050.02 0.055 0.024 0.014 0.001 0.087 0.05 0.02 0.0060.03 0.076 0.036 0.02 0.002 0.109 0.068 0.03 0.01
0.045 0.095 0.049 0.027 0.002 0.128 0.083 0.042 0.0140.052 0.109 0.061 0.033 0.003 0.142 0.097 0.052 0.0170.08 0.116 0.075 0.041 0.012 0.16 0.112 0.072 0.0360.14 0.125 0.099 0.055 0.027 0.184 0.155 0.11 0.07
0.218 0.134 0.118 0.072 0.041 0.198 0.194 0.16 0.1020.31 0.148 0.134 0.092 0.059 0.235 0.235 0.21 0.1380.41 0.166 0.153 0.112 0.078 0.288 0.288 0.26 0.1690.52 0.186 0.171 0.134 0.096 0.352 0.352 0.313 0.20.63 0.208 0.189 0.156 0.117 0.425 0.425 0.365 0.230.74 0.23 0.206 0.177 0.137 0.498 0.498 0.42 0.262
PRINCIPAL
![Page 602: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/602.jpg)
Gleichlast um SLW von 1 t.m2Myr (+) Mxm
t/afür alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.174 0.114 0.02 0.01 - - - - -0.223 0.168 0.04 0.015 - - - - -0.25 0.2 0.07 0.02 - 0.05 - - -
0.266 0.222 0.103 0.034 - 0.1 - - -0.271 0.232 0.14 0.069 - 0.18 - - -0.272 0.238 0.175 0.102 - 0.18 - - -0.295 0.265 0.22 0.16 - 0.24 - 0.04 -0.313 0.287 0.251 0.2 - 0.48 - 0.08 -0.32 302 0.278 0.235 0.01 0.64 - 0.1 -
0.325 0.313 0.306 0.258 0.03 0.96 - 0.2 -0.337 0.331 0.33 0.277 0.06 1.5 - 0.25 -0.357 0.353 0.35 0.291 0.1 2.24 - 0.4 -0.377 0.373 0.366 0.302 0.13 3.36 - 0.56 -
¾ Mxm in plattenmitte ¾ Mxe
![Page 603: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/603.jpg)
(+) Mxm (+) Mym
für alle Werte t/a
p' p p' p p'- - - - -- - - - -- - - - 0.02- - - - 0.04- - - - 0.06- - - - 0.1- - - - 0.2- - 0.02 - 0.45
0.01 - 0.03 - 0.620.03 - 0.06 - 0.860.05 - 0.1 - 1.160.09 - 0.15 - 1.60.14 - 0.21 - 2.31
¾ Mxm
![Page 604: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/604.jpg)
98Nr. 98.2 ly/lx= ∞
Mxe 0.5Myr 0
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/a
Myr in Mitte d. freien Randest/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.125 0.11 0.1 0.1 0.04 0.17 0.1 0.060.25 0.23 0.23 0.2 0.1 0.27 0.18 0.1
0.375 0.38 0.37 0.33 0.18 0.34 0.23 0.1250.5 0.52 0.51 0.46 0.28 0.39 0.265 0.145
0.625 0.7 0.67 0.6 0.433 0.425 0.287 0.160.75 0.9 0.87 0.8 0.63 0.44 0.3 0.16
1 1.24 1.18 1.1 0.95 0.5 0.36 0.221.25 1.5 1.44 1.34 1.22 0.58 0.448 0.3091.5 1.72 1.66 1.57 1.45 0.68 0.54 0.422
1.75 1.9 1.85 1.76 1.66 0.79 0.66 0.552 2.04 2 1.93 1.84 0.91 0.78 0.69
2.25 2.18 2.15 2.1 2 1.04 0.91 0.842.5 2.29 2.29 2.23 2.18 1.17 1.04 0.9
¾ Mxe in Randmitte
PRINCIPAL
![Page 605: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/605.jpg)
Myr in Mitte d. freien Randes (+) Mxm in Plattenmitte (+) Mym in Plattenmittet/a t/a t/a
1 0.125 0.25 0.5 1 0.125 0.25 0.5 1L L L L L L L L L
0.01 0.046 0.013 0.007 0.001 0.075 0.048 0.014 0.0030.12 0.074 0.024 0.015 0.001 0.1 0.068 0.027 0.0050.2 0.092 0.035 0.02 0.001 0.118 0.082 0.036 0.0070.4 0.102 0.048 0.027 0.002 0.131 0.091 0.046 0.01
0.52 0.11 0.061 0.033 0.003 0.142 0.097 0.052 0.0170.8 0.114 0.075 0.038 0.012 0.156 0.103 0.06 0.034
0.135 0.124 0.094 0.051 0.026 0.18 0.125 0.085 0.0620.216 0.133 0.11 0.065 0.04 0.195 0.142 0.118 0.0930.31 0.155 0.133 0.092 0.062 0.24 0.185 0.169 0.133
0.415 0.179 0.158 0.121 0.084 0.285 0.25 0.225 0.1750.53 0.208 0.185 0.154 0.109 0.35 0.322 0.29 0.2120.65 0.24 0.214 0.189 0.133 0.428 0.405 0.356 0.250.77 0.274 0.245 0.225 0.158 0.51 0.5 0.43 0.285
PRINCIPAL
![Page 606: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/606.jpg)
Gleichlast um SLW von 1 t.m2 Mxe Myr (+) Mxm
t/afür alle Werte t/a für alle Werte t/a0.125 0.25 0.5 1
L L L L p p' p p' p0.056 0.043 0.013 0.01 - - - - -
0.1 0.086 0.056 0.024 - - - - -0.136 0.13 0.09 0.04 - - - - -0.176 0.174 0.127 0.06 - - - - -0.218 0.218 0.154 0.079 - - - - -0.266 0.263 0.2 0.104 - - - - -0.33 0.328 0.263 0.15 0.05 - - - -
0.377 0.373 0.313 0.196 0.23 - - - -0.414 0.41 0.354 0.239 0.38 0.08 - 0.04 -0.444 0.442 0.39 0.28 0.7 0.3 - 0.06 -0.47 0.468 0.42 0.318 1.24 0.66 - 0.08 -0.49 0.487 0.447 0.356 1.98 1.2 - 0.1 -0.51 0.51 0.471 0.391 3.24 1.9 - 0.15 -
¾ Mxm in Plattenmitte
![Page 607: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/607.jpg)
(+) Mxm (+) Mym
für alle Werte t/a
p' p p' p p'- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -
0.01 - - 0.06 -0.02 - 0.02 0.21 -0.03 - 0.04 0.32 -0.04 - 0.05 0.5 0.020.05 - 0.07 0.72 0.050.06 - 0.09 1.03 0.090.07 - 0.14 1.51 0.14
¾ Mxm
![Page 608: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/608.jpg)
Nr. 99 ly/lx= ∞Qx
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/at/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 1.92 0.98 0.42 0.14 1.9 1.1 0.341 2.19 1.26 0.58 0.28 2.14 1.2 0.6
1.5 2.3 1.32 0.66 0.38 2.27 1.32 0.732 2.38 1.36 0.72 0.47 2.36 1.38 0.81
2.5 2.45 1.39 0.78 0.55 2.44 1.42 0.883 2.48 1.42 0.82 0.62 2.5 1.46 0.944 2.54 1.46 0.9 0.69 2.56 1.53 1.035 2.56 1.5 0.96 0.75 2.62 1.58 1.096 2.57 1.52 1 0.78 2.63 1.61 1.137 2.58 1.54 1.02 0.78 2.64 1.64 1.168 2.6 1.55 1.03 0.78 2.64 1.64 1.169 2.6 1.56 1.03 0.74 2.65 1.65 1.16
10 2.62 1.56 1.02 0.71 2.65 1.65 1.14
Qx in Randmitte Fahrtrichtung ↔ Qx in Randmitte Fahrtrichtung
PRINCIPAL
![Page 609: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/609.jpg)
= 0,5 .g.Ix
Gleichlast um SLW von 1 t.m2
t/afür alle Werte t/a1
L p p' p p'0.13 - 0.1 - -0.28 - 0.2 - -0.42 - 0.35 0.02 0.030.54 - 0.5 0.04 0.120.63 0.01 0.73 0.09 0.230.68 0.1 1 0.15 0.420.75 0.26 1.6 0.26 10.79 0.37 2.26 0.35 1.90.8 0.48 2.95 0.45 2.86
0.78 0.56 3.65 0.5 3.810.76 0.68 4.35 0.53 4.780.68 0.8 5.05 0.55 5.750.63 0.91 5.74 0.59 6.77
Qx in Randmitte Fahrtrichtung ↕ Qx ↔ Qx ↕
PRINCIPAL
![Page 610: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/610.jpg)
100 ly/lx= ∞Qx
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/at/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 2.98 1.9 0.63 0.21 2.78 1.44 0.71 3.55 2.34 0.88 0.4 3.18 1.69 0.88
1.5 3.72 2.36 1.02 0.62 3.44 1.78 12 3.82 2.34 1.1 0.77 3.62 1.84 1.08
2.5 3.85 2.32 1.18 0.88 3.72 1.9 1.143 3.84 2.28 1.25 0.95 3.75 1.94 1.194 3.85 2.25 1.35 1.05 3.78 2.02 1.285 3.86 2.25 1.44 1.12 3.8 2.08 1.346 3.85 2.25 1.5 1.16 3.81 2.14 1.47 3.87 2.27 1.54 1.17 3.83 2.18 1.428 3.9 2.3 1.57 1.17 3.84 2.2 1.449 3.94 2.35 1.58 1.15 3.84 2.22 1.43
10 3.99 2.38 1.57 1.12 3.85 2.23 1.42
Qx am eingespannten Rand Fahrtrichtung ↔ Qx am eingespannten Rand Fahrtrichtung
PRINCIPAL
![Page 611: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/611.jpg)
= 0,625 .g.Ix
Gleichlast um SLW von 1 t.m2
t/afür alle Werte t/a1
L p p' p p'0.23 - - - -0.36 - - - -0.52 - 0.2 - 0.10.66 - 0.5 - 0.280.76 0.02 0.83 0.02 0.580.83 0.16 1.15 0.05 1.150.91 0.5 1.9 0.1 2.250.96 0.79 2.74 0.11 3.330.98 1.09 3.65 0.11 4.550.96 1.35 4.55 0.12 5.750.94 1.63 5.45 0.13 70.89 1.9 6.3 0.13 8.20.82 2.1 7.22 0.13 9.46
Qx am eingespannten Rand Fahrtrichtung ↕ Qx ↔ Qx ↕
PRINCIPAL
![Page 612: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/612.jpg)
101 ly/lx= ∞Qx
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/at/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 5.7 2.55 1.25 0.5 6 2.6 1.31 6.93 3.1 1.55 0.9 6.8 3 1.5
1.5 7.33 3.5 1.78 1.14 7.18 3.43 1.722 7.62 3.8 1.96 1,.26 7.45 3.7 1.85
2.5 7.83 4.01 2.1 1.35 7.7 3.88 1.983 7.95 4.1 2.25 1.38 7.9 3.95 2.054 8.12 4.22 2.35 1.43 8.15 4.05 2.165 8.2 4.32 2.38 1.51 8.26 4.14 2.276 8.25 4.36 2.46 1.53 8.3 4.16 2.37 8.27 4.4 2.55 1.56 8.3 4.2 2.358 8.31 4.45 2.6 1.6 8.32 4.25 2.69 8.35 4.5 2.65 1.6 2.35 4.28 2.45
10 8.39 4.52 2.74 1.6 8.36 4.32 2.53
Qx in der Ecke freien Randes Fahrtrichtung ↔ Qx in der Ecke freien Randes Fahrtrichtung
PRINCIPAL
![Page 613: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/613.jpg)
= 0,5 .g.Ix
Gleichlast um SLW von 1 t.m2
t/afür alle Werte t/a1
L p p' p p'0.6 - 0.18 - 0.2
0.96 - 0.04 - 0.051.12 - 0.1 - 0.051.2 - 0.32 0.04 0.46
1.29 0.01 0.58 0.09 0.581.33 0.15 0.9 0.1 0.981.4 0.28 1.57 0.18 1.8
1.47 0.44 2.29 0.26 2.631.47 0.55 3.05 0.3 3.51.49 0.65 3.85 0.34 4.451.5 0.78 4.7 0.35 5.4
1.52 0.9 5.55 0.37 6.31.53 1.02 6.37 0.4 7.24
Qx in der Ecke freien Randes Fahrtrichtung ↕ Qx ↔ Qx ↕
PRINCIPAL
![Page 614: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/614.jpg)
Nr. 102 ly/lx= 1Qx
Brückenklasse 30t bis 60t Radduck des SLW von 1,0t
lx/at/a t/a
0.125 0.25 0.5 1 0.125 0.25 0.5L L L L L L L
0.5 3.34 1.34 0.5 0.22 3.03 1.3 0.51 3.54 1.55 0.72 0.39 3.2 1.58 0.7
1.5 3.54 1.64 0.85 0.48 3.3 1.66 0.82 3.54 1.73 0.94 0.56 3.37 1.74 0.88
2.5 3.54 1.8 1 0.64 3.42 1.8 0.953 3.53 1.86 1.07 0.74 3.5 1.86 1.024 3.74 1.96 1.18 0.91 3.6 1.95 1.125 3.8 2.05 1.26 1 3.67 2.02 1.186 3.8 2.1 1.3 1 3.7 2.06 1.237 3.81 2.15 1.35 1 3.7 2.1 1.268 3.82 2.18 1.37 1 3.7 2.1 1.269 3.83 2.2 1.37 1.01 3.71 2.1 1.26
10 3.84 2.2 1.36 1.01 3.71 2.08 1.25
Qx in Randmitte Fahrtrichtung ↔ Qx in Randmitte Fahrtrichtung
PRINCIPAL
![Page 615: Tabela Rusch Final (1)](https://reader037.vdocuments.site/reader037/viewer/2022102415/5457c0c3b1af9f274f8b4817/html5/thumbnails/615.jpg)
= 0,44 .g.Ix
Gleichlast um SLW von 1 t.m2
t/afür alle Werte t/a1
L p p' p p'0.38 - 0.02 - -0.56 - 0.07 - -0.58 - 0.15 - 0.030.67 - 0.27 - 0.130.64 0.01 0.4 - 0.260.74 0.03 0.52 0.02 0.450.85 0.15 0.86 0.05 0.960.92 0.34 1.34 0.09 1.560.95 0.53 1.95 0.1 2.30.94 0.72 2.75 0.1 3.150.89 0.97 3.7 0.1 4.060.82 1.2 4.9 0.1 5.120.74 1.45 5.14 0.11 6.24
Qx in Randmitte Fahrtrichtung ↕ Qx ↔ Qx ↕
PRINCIPAL