viga acartelada
DESCRIPTION
Hormigón Armado IITRANSCRIPT
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hj[cm]= 50 rec[cm]= 2.5 P[T]= 2.6 fck[kg/cm2]= 210 1.5 0.486hi[cm]= 20 cm 6 q[T/m]= 5 fyk[kg/cm2]= 4600 1.15 0.266L[m]= 2.25 m 20 fcd= 140 1.5 0.330Seccione 5 b[cm]= 25 fyd= 4000
0.45 m
Puntox h d M V Vr
m Seccion wAs
[m] [cm] [cm] [T-m] [T] [T] [cm2]1 2.25 50 46 18.51 13.85 5.97 7.88 0.376 SDA 0.451 18.1 0.1212 1.8 44 40 12.78 11.6 4.75 6.85 0.344 SDA 0.417 14.6 0.0873 1.35 38 34 8.07 9.35 3.53 5.82 0.301 SDA 0.370 11.0 0.0394 0.9 32 28 4.37 7.1 2.32 4.78 0.240 SSA 0.290 7.07 0.0005 0.45 26 22 1.68 4.85 1.13 3.72 0.150 SSA 0.166 3.2 0.0006 0 20 16 0.00 2.6 0.00 2.60 0.000 SSA 0.000 0.0 0.000
gc= xlim,r=fe[mm]= gs= mlim,r=fp[mm]= gf= wlim,r=
Dx
w'(𝑀∗𝑡𝑎𝑛𝛼" " )/(0.9∗𝑑)
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A's Vcu Vsu SEstribos
[cm2] [T] [T] [cm]4.87 6.8 5.0 18.0 D 6c/183.03 5.9 4.4 18.0 D 6c/181.17 5.0 3.7 18.0 D 6c/180.00 4.1 3.0 18.0 D 6c/180.00 3.2 2.3 19.0 D 6c/190.00 2.4 1.5 20.0 D 6c/20