bridgedesign calculation
TRANSCRIPT
-
8/10/2019 BridgeDesign Calculation
1/111
Job Information Engineer Checked Approved
Name:
Date: 24-Sep-06
Structure Type FLOOR
Number of Nodes 72 Highest Node 72
Number of Elements 127 Highest Beam 127
Number of Basic Load Cases 12
Number of Combination Load Cases 0
Included in this printout are data for:
Beams 9 to 16
Included in this printout are results for load cases:
Type L/C Name
Primary 1 PARAPETPrimary 2 PREMIX
Primary 3 HAUDL - ALL LANES
Primary 4 1/8L-KEL
Primary 5 1/4L-KEL
Primary 6 3/8L-KEL
Primary 7 1/2L-KEL
Primary 8 HAUDL - FOR HA+HB
Primary 9 1/8L-KEL FOR HA+HB
Primary 10 1/4L-KEL FOR HA+HB
Primary 11 3/8L-KEL FOR HA+HB
Primary 12 1/2L-KEL FOR HA+HB
NodesThere is no data of this type.
BeamsBeam Node A Node B Length
(m)
Property
(degrees)
9 10 11 3.75 4 0
10 11 12 3.75 4 0
11 12 13 3.75 4 0
12 13 14 3.75 4 0
13 14 15 3.75 4 014 15 16 3.75 4 0
15 16 17 3.75 4 0
16 17 18 3.75 4 0
-
8/10/2019 BridgeDesign Calculation
2/111
Section PropertiesProp Section Area
(cm2)
Iyy
(cm4)
Izz
(cm4)
J
(cm4)
Material
1 Rect 0.20x1.00 2E 3 1.67E 6 66.7E 3 233E 3 CONCRETE
2 Rect 1.60x0.70 11.2E 3 4.57E 6 23.9E 6 13.3E 6 CONCRETE
3 Rect 0.20x1.00 2E 3 1.67E 6 66.7E 3 233E 3 CONCRETE
4 Prismatic General 8.08E 3 6.4E 6 31.6E 6 200E 3 CONCRETE
MaterialsMat Name E
(kN/mm2)
Density
(kg/m3)
(1/K)
1 STEEL 205.000 0.300 7.83E 3 12E -6
2 ALUMINUM 68.948 0.330 2.71E 3 23E -6
3 CONCRETE 21.718 0.170 2.4E 3 10E -6
SupportsThere is no data of this type.
ReleasesBeam ends not shown in this table are fixed in all directions.
Beam Node x y z rx ry rz
9 10 Fixed Fixed Fixed Fixed Fixed Pin
16 18 Fixed Fixed Fixed Fixed Fixed Pin
Basic Load CasesNumber Name
1 PARAPET
2 PREMIX
3 HAUDL - ALL LANES
4 1/8L-KEL
5 1/4L-KEL
6 3/8L-KEL
7 1/2L-KEL
8 HAUDL - FOR HA+HB
9 1/8L-KEL FOR HA+HB
10 1/4L-KEL FOR HA+HB
11 3/8L-KEL FOR HA+HB
12 1/2L-KEL FOR HA+HB
-
8/10/2019 BridgeDesign Calculation
3/111
-
8/10/2019 BridgeDesign Calculation
4/111
Beam Force DetailSign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from beamend A.
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
9 1:PARAPET 0.00 0.00 138.46 0.00 23.490 0.000 0.000
0.38 0.00 138.46 0.00 23.490 0.000 -51.9230.75 0.00 138.46 0.00 23.490 0.000 -103.847
1.13 0.00 138.46 0.00 23.490 0.000 -155.770
1.50 0.00 138.46 0.00 23.490 0.000 -207.693
1.88 0.00 138.46 0.00 23.490 0.000 -259.617
2.25 0.00 138.46 0.00 23.490 0.000 -311.540
2.63 0.00 138.46 0.00 23.490 0.000 -363.464
3.00 0.00 138.46 0.00 23.490 0.000 -415.387
3.38 0.00 138.46 0.00 23.490 0.000 -467.310
3.75 0.00 138.46 0.00 23.490 0.000 -519.234
2:PREMIX 0.00 0.00 68.65 0.00 3.852 0.000 0.000
0.38 0.00 68.29 0.00 3.852 0.000 -25.690
0.75 0.00 67.38 0.00 3.852 0.000 -51.140
1.13 0.00 66.22 0.00 3.852 0.000 -76.1941.50 0.00 65.02 0.00 3.852 0.000 -100.813
1.88 0.00 63.82 0.00 3.852 0.000 -124.996
2.25 0.00 62.63 0.00 3.852 0.000 -148.681
2.63 0.00 61.43 0.00 3.852 0.000 -171.930
3.00 0.00 60.27 0.00 3.852 0.000 -194.743
3.38 0.00 59.35 0.00 3.852 0.000 -217.161
3.75 0.00 59.00 0.00 3.852 0.000 -239.339
3:HAUDL - AL 0.00 0.00 311.20 0.00 6.342 0.000 0.000
0.38 0.00 302.60 0.00 6.342 0.000 -114.910
0.75 0.00 294.01 0.00 6.342 0.000 -226.685
1.13 0.00 285.41 0.00 6.342 0.000 -335.325
1.50 0.00 276.81 0.00 6.342 0.000 -440.830
1.88 0.00 268.21 0.00 6.342 0.000 -543.200
2.25 0.00 259.61 0.00 6.342 0.000 -641.988
2.63 0.00 251.01 0.00 6.342 0.000 -737.640
3.00 0.00 242.41 0.00 6.342 0.000 -830.157
3.38 0.00 233.81 0.00 6.342 0.000 -919.540
3.75 0.00 225.22 0.00 6.342 0.000 -1.01E 3
4:1/8L-KEL 0.00 0.00 66.44 0.00 0.704 0.000 0.000
0.38 0.00 66.44 0.00 0.704 0.000 -24.916
0.75 0.00 66.44 0.00 0.704 0.000 -49.832
1.13 0.00 66.44 0.00 0.704 0.000 -74.749
1.50 0.00 66.44 0.00 0.704 0.000 -99.665
1.88 0.00 66.44 0.00 0.704 0.000 -124.581
2.25 0.00 66.44 0.00 0.704 0.000 -149.497
2.63 0.00 66.44 0.00 0.704 0.000 -174.414
3.00 0.00 66.44 0.00 0.704 0.000 -199.330
3.38 0.00 66.44 0.00 0.704 0.000 -224.246
3.75 0.00 66.44 0.00 0.704 0.000 -249.162
5:1/4L-KEL 0.00 0.00 54.54 0.00 1.095 0.000 0.000
0.38 0.00 54.54 0.00 1.095 0.000 -20.451
0.75 0.00 54.54 0.00 1.095 0.000 -40.902
1.13 0.00 54.54 0.00 1.095 0.000 -61.353
1.50 0.00 54.54 0.00 1.095 0.000 -81.804
1.88 0.00 54.54 0.00 1.095 0.000 -102.255
2.25 0.00 54.54 0.00 1.095 0.000 -122.706
-
8/10/2019 BridgeDesign Calculation
5/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
2.63 0.00 54.54 0.00 1.095 0.000 -143.156
3.00 0.00 54.54 0.00 1.095 0.000 -163.607
3.38 0.00 54.54 0.00 1.095 0.000 -184.058
3.75 0.00 54.54 0.00 1.095 0.000 -204.509
6:3/8L-KEL 0.00 0.00 44.06 0.00 1.182 0.000 0.000
0.38 0.00 44.06 0.00 1.182 0.000 -16.524
0.75 0.00 44.06 0.00 1.182 0.000 -33.048
1.13 0.00 44.06 0.00 1.182 0.000 -49.573
1.50 0.00 44.06 0.00 1.182 0.000 -66.097
1.88 0.00 44.06 0.00 1.182 0.000 -82.621
2.25 0.00 44.06 0.00 1.182 0.000 -99.145
2.63 0.00 44.06 0.00 1.182 0.000 -115.669
3.00 0.00 44.06 0.00 1.182 0.000 -132.194
3.38 0.00 44.06 0.00 1.182 0.000 -148.718
3.75 0.00 44.06 0.00 1.182 0.000 -165.242
7:1/2L-KEL 0.00 0.00 34.54 0.00 1.087 0.000 0.000
0.38 0.00 34.54 0.00 1.087 0.000 -12.953
0.75 0.00 34.54 0.00 1.087 0.000 -25.906
1.13 0.00 34.54 0.00 1.087 0.000 -38.860
1.50 0.00 34.54 0.00 1.087 0.000 -51.813
1.88 0.00 34.54 0.00 1.087 0.000 -64.766
2.25 0.00 34.54 0.00 1.087 0.000 -77.719
2.63 0.00 34.54 0.00 1.087 0.000 -90.672
3.00 0.00 34.54 0.00 1.087 0.000 -103.626
3.38 0.00 34.54 0.00 1.087 0.000 -116.579
3.75 0.00 34.54 0.00 1.087 0.000 -129.532
8:HAUDL - FO 0.00 0.00 1.84 0.00 -9.684 0.000 0.000
0.38 0.00 1.84 0.00 -9.684 0.000 -0.691
0.75 0.00 1.84 0.00 -9.684 0.000 -1.3821.13 0.00 1.84 0.00 -9.684 0.000 -2.073
1.50 0.00 1.84 0.00 -9.684 0.000 -2.764
1.88 0.00 1.84 0.00 -9.684 0.000 -3.455
2.25 0.00 1.84 0.00 -9.684 0.000 -4.146
2.63 0.00 1.84 0.00 -9.684 0.000 -4.837
3.00 0.00 1.84 0.00 -9.684 0.000 -5.528
3.38 0.00 1.84 0.00 -9.684 0.000 -6.219
3.75 0.00 1.84 0.00 -9.684 0.000 -6.910
9:1/8L-KEL FO 0.00 0.00 -0.89 0.00 -0.735 0.000 0.000
0.38 0.00 -0.89 0.00 -0.735 0.000 0.332
0.75 0.00 -0.89 0.00 -0.735 0.000 0.664
1.13 0.00 -0.89 0.00 -0.735 0.000 0.997
1.50 0.00 -0.89 0.00 -0.735 0.000 1.329
1.88 0.00 -0.89 0.00 -0.735 0.000 1.661
2.25 0.00 -0.89 0.00 -0.735 0.000 1.993
2.63 0.00 -0.89 0.00 -0.735 0.000 2.326
3.00 0.00 -0.89 0.00 -0.735 0.000 2.658
3.38 0.00 -0.89 0.00 -0.735 0.000 2.990
3.75 0.00 -0.89 0.00 -0.735 0.000 3.322
10:1/4L-KEL F 0.00 0.00 -0.75 0.00 -1.366 0.000 0.000
0.38 0.00 -0.75 0.00 -1.366 0.000 0.282
0.75 0.00 -0.75 0.00 -1.366 0.000 0.565
1.13 0.00 -0.75 0.00 -1.366 0.000 0.847
1.50 0.00 -0.75 0.00 -1.366 0.000 1.129
-
8/10/2019 BridgeDesign Calculation
6/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.88 0.00 -0.75 0.00 -1.366 0.000 1.412
2.25 0.00 -0.75 0.00 -1.366 0.000 1.694
2.63 0.00 -0.75 0.00 -1.366 0.000 1.977
3.00 0.00 -0.75 0.00 -1.366 0.000 2.259
3.38 0.00 -0.75 0.00 -1.366 0.000 2.541
3.75 0.00 -0.75 0.00 -1.366 0.000 2.824
11:3/8L-KEL F 0.00 0.00 0.02 0.00 -1.734 0.000 0.000
0.38 0.00 0.02 0.00 -1.734 0.000 -0.008
0.75 0.00 0.02 0.00 -1.734 0.000 -0.016
1.13 0.00 0.02 0.00 -1.734 0.000 -0.024
1.50 0.00 0.02 0.00 -1.734 0.000 -0.032
1.88 0.00 0.02 0.00 -1.734 0.000 -0.040
2.25 0.00 0.02 0.00 -1.734 0.000 -0.048
2.63 0.00 0.02 0.00 -1.734 0.000 -0.057
3.00 0.00 0.02 0.00 -1.734 0.000 -0.065
3.38 0.00 0.02 0.00 -1.734 0.000 -0.073
3.75 0.00 0.02 0.00 -1.734 0.000 -0.081
12:1/2L-KEL F 0.00 0.00 0.75 0.00 -1.784 0.000 0.000
0.38 0.00 0.75 0.00 -1.784 0.000 -0.283
0.75 0.00 0.75 0.00 -1.784 0.000 -0.566
1.13 0.00 0.75 0.00 -1.784 0.000 -0.849
1.50 0.00 0.75 0.00 -1.784 0.000 -1.132
1.88 0.00 0.75 0.00 -1.784 0.000 -1.416
2.25 0.00 0.75 0.00 -1.784 0.000 -1.699
2.63 0.00 0.75 0.00 -1.784 0.000 -1.982
3.00 0.00 0.75 0.00 -1.784 0.000 -2.265
3.38 0.00 0.75 0.00 -1.784 0.000 -2.548
3.75 0.00 0.75 0.00 -1.784 0.000 -2.831
10 1:PARAPET 0.00 0.00 81.93 0.00 14.924 0.000 -517.4670.38 0.00 81.93 0.00 14.924 0.000 -548.191
0.75 0.00 81.93 0.00 14.924 0.000 -578.915
1.13 0.00 81.93 0.00 14.924 0.000 -609.639
1.50 0.00 81.93 0.00 14.924 0.000 -640.363
1.88 0.00 81.93 0.00 14.924 0.000 -671.087
2.25 0.00 81.93 0.00 14.924 0.000 -701.812
2.63 0.00 81.93 0.00 14.924 0.000 -732.536
3.00 0.00 81.93 0.00 14.924 0.000 -763.260
3.38 0.00 81.93 0.00 14.924 0.000 -793.984
3.75 0.00 81.93 0.00 14.924 0.000 -824.708
2:PREMIX 0.00 0.00 47.61 0.00 2.462 0.000 -239.015
0.38 0.00 47.26 0.00 2.462 0.000 -256.816
0.75 0.00 46.35 0.00 2.462 0.000 -274.378
1.13 0.00 45.18 0.00 2.462 0.000 -291.545
1.50 0.00 43.99 0.00 2.462 0.000 -308.276
1.88 0.00 42.79 0.00 2.462 0.000 -324.572
2.25 0.00 41.59 0.00 2.462 0.000 -340.368
2.63 0.00 40.40 0.00 2.462 0.000 -355.729
3.00 0.00 39.23 0.00 2.462 0.000 -370.655
3.38 0.00 38.32 0.00 2.462 0.000 -385.185
3.75 0.00 37.97 0.00 2.462 0.000 -399.475
3:HAUDL - AL 0.00 0.00 229.75 0.00 5.029 0.000 -1E 3
0.38 0.00 221.15 0.00 5.029 0.000 -1.09E 3
0.75 0.00 212.55 0.00 5.029 0.000 -1.17E 3
-
8/10/2019 BridgeDesign Calculation
7/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.13 0.00 203.95 0.00 5.029 0.000 -1.25E 3
1.50 0.00 195.35 0.00 5.029 0.000 -1.32E 3
1.88 0.00 186.75 0.00 5.029 0.000 -1.39E 3
2.25 0.00 178.15 0.00 5.029 0.000 -1.46E 3
2.63 0.00 169.55 0.00 5.029 0.000 -1.53E 3
3.00 0.00 160.96 0.00 5.029 0.000 -1.59E 3
3.38 0.00 152.36 0.00 5.029 0.000 -1.65E 3
3.75 0.00 143.76 0.00 5.029 0.000 -1.7E 3
4:1/8L-KEL 0.00 0.00 -12.03 0.00 0.375 0.000 -248.901
0.38 0.00 -12.03 0.00 0.375 0.000 -244.389
0.75 0.00 -12.03 0.00 0.375 0.000 -239.878
1.13 0.00 -12.03 0.00 0.375 0.000 -235.366
1.50 0.00 -12.03 0.00 0.375 0.000 -230.854
1.88 0.00 -12.03 0.00 0.375 0.000 -226.342
2.25 0.00 -12.03 0.00 0.375 0.000 -221.830
2.63 0.00 -12.03 0.00 0.375 0.000 -217.318
3.00 0.00 -12.03 0.00 0.375 0.000 -212.806
3.38 0.00 -12.03 0.00 0.375 0.000 -208.294
3.75 0.00 -12.03 0.00 0.375 0.000 -203.782
5:1/4L-KEL 0.00 0.00 55.78 0.00 0.761 0.000 -204.030
0.38 0.00 55.78 0.00 0.761 0.000 -224.948
0.75 0.00 55.78 0.00 0.761 0.000 -245.867
1.13 0.00 55.78 0.00 0.761 0.000 -266.785
1.50 0.00 55.78 0.00 0.761 0.000 -287.704
1.88 0.00 55.78 0.00 0.761 0.000 -308.622
2.25 0.00 55.78 0.00 0.761 0.000 -329.541
2.63 0.00 55.78 0.00 0.761 0.000 -350.459
3.00 0.00 55.78 0.00 0.761 0.000 -371.378
3.38 0.00 55.78 0.00 0.761 0.000 -392.2963.75 0.00 55.78 0.00 0.761 0.000 -413.214
6:3/8L-KEL 0.00 0.00 44.78 0.00 0.964 0.000 -164.767
0.38 0.00 44.78 0.00 0.964 0.000 -181.558
0.75 0.00 44.78 0.00 0.964 0.000 -198.349
1.13 0.00 44.78 0.00 0.964 0.000 -215.141
1.50 0.00 44.78 0.00 0.964 0.000 -231.932
1.88 0.00 44.78 0.00 0.964 0.000 -248.723
2.25 0.00 44.78 0.00 0.964 0.000 -265.515
2.63 0.00 44.78 0.00 0.964 0.000 -282.306
3.00 0.00 44.78 0.00 0.964 0.000 -299.097
3.38 0.00 44.78 0.00 0.964 0.000 -315.888
3.75 0.00 44.78 0.00 0.964 0.000 -332.680
7:1/2L-KEL 0.00 0.00 34.87 0.00 0.948 0.000 -129.109
0.38 0.00 34.87 0.00 0.948 0.000 -142.185
0.75 0.00 34.87 0.00 0.948 0.000 -155.261
1.13 0.00 34.87 0.00 0.948 0.000 -168.338
1.50 0.00 34.87 0.00 0.948 0.000 -181.414
1.88 0.00 34.87 0.00 0.948 0.000 -194.490
2.25 0.00 34.87 0.00 0.948 0.000 -207.567
2.63 0.00 34.87 0.00 0.948 0.000 -220.643
3.00 0.00 34.87 0.00 0.948 0.000 -233.719
3.38 0.00 34.87 0.00 0.948 0.000 -246.796
3.75 0.00 34.87 0.00 0.948 0.000 -259.872
8:HAUDL - FO 0.00 0.00 4.28 0.00 -7.950 0.000 -11.556
-
8/10/2019 BridgeDesign Calculation
8/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.38 0.00 4.28 0.00 -7.950 0.000 -13.160
0.75 0.00 4.28 0.00 -7.950 0.000 -14.764
1.13 0.00 4.28 0.00 -7.950 0.000 -16.368
1.50 0.00 4.28 0.00 -7.950 0.000 -17.972
1.88 0.00 4.28 0.00 -7.950 0.000 -19.576
2.25 0.00 4.28 0.00 -7.950 0.000 -21.180
2.63 0.00 4.28 0.00 -7.950 0.000 -22.784
3.00 0.00 4.28 0.00 -7.950 0.000 -24.388
3.38 0.00 4.28 0.00 -7.950 0.000 -25.992
3.75 0.00 4.28 0.00 -7.950 0.000 -27.596
9:1/8L-KEL FO 0.00 0.00 0.28 0.00 -0.609 0.000 2.895
0.38 0.00 0.28 0.00 -0.609 0.000 2.789
0.75 0.00 0.28 0.00 -0.609 0.000 2.682
1.13 0.00 0.28 0.00 -0.609 0.000 2.576
1.50 0.00 0.28 0.00 -0.609 0.000 2.470
1.88 0.00 0.28 0.00 -0.609 0.000 2.364
2.25 0.00 0.28 0.00 -0.609 0.000 2.258
2.63 0.00 0.28 0.00 -0.609 0.000 2.152
3.00 0.00 0.28 0.00 -0.609 0.000 2.046
3.38 0.00 0.28 0.00 -0.609 0.000 1.940
3.75 0.00 0.28 0.00 -0.609 0.000 1.834
10:1/4L-KEL F 0.00 0.00 0.17 0.00 -1.064 0.000 2.081
0.38 0.00 0.17 0.00 -1.064 0.000 2.019
0.75 0.00 0.17 0.00 -1.064 0.000 1.956
1.13 0.00 0.17 0.00 -1.064 0.000 1.894
1.50 0.00 0.17 0.00 -1.064 0.000 1.832
1.88 0.00 0.17 0.00 -1.064 0.000 1.770
2.25 0.00 0.17 0.00 -1.064 0.000 1.708
2.63 0.00 0.17 0.00 -1.064 0.000 1.6463.00 0.00 0.17 0.00 -1.064 0.000 1.583
3.38 0.00 0.17 0.00 -1.064 0.000 1.521
3.75 0.00 0.17 0.00 -1.064 0.000 1.459
11:3/8L-KEL F 0.00 0.00 0.33 0.00 -1.365 0.000 -0.947
0.38 0.00 0.33 0.00 -1.365 0.000 -1.071
0.75 0.00 0.33 0.00 -1.365 0.000 -1.195
1.13 0.00 0.33 0.00 -1.365 0.000 -1.319
1.50 0.00 0.33 0.00 -1.365 0.000 -1.443
1.88 0.00 0.33 0.00 -1.365 0.000 -1.567
2.25 0.00 0.33 0.00 -1.365 0.000 -1.691
2.63 0.00 0.33 0.00 -1.365 0.000 -1.815
3.00 0.00 0.33 0.00 -1.365 0.000 -1.939
3.38 0.00 0.33 0.00 -1.365 0.000 -2.062
3.75 0.00 0.33 0.00 -1.365 0.000 -2.186
12:1/2L-KEL F 0.00 0.00 0.73 0.00 -1.455 0.000 -3.657
0.38 0.00 0.73 0.00 -1.455 0.000 -3.929
0.75 0.00 0.73 0.00 -1.455 0.000 -4.201
1.13 0.00 0.73 0.00 -1.455 0.000 -4.473
1.50 0.00 0.73 0.00 -1.455 0.000 -4.745
1.88 0.00 0.73 0.00 -1.455 0.000 -5.017
2.25 0.00 0.73 0.00 -1.455 0.000 -5.289
2.63 0.00 0.73 0.00 -1.455 0.000 -5.560
3.00 0.00 0.73 0.00 -1.455 0.000 -5.832
3.38 0.00 0.73 0.00 -1.455 0.000 -6.104
-
8/10/2019 BridgeDesign Calculation
9/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
3.75 0.00 0.73 0.00 -1.455 0.000 -6.376
11 1:PARAPET 0.00 0.00 44.20 0.00 9.232 0.000 -823.279
0.38 0.00 44.20 0.00 9.232 0.000 -839.853
0.75 0.00 44.20 0.00 9.232 0.000 -856.427
1.13 0.00 44.20 0.00 9.232 0.000 -873.002
1.50 0.00 44.20 0.00 9.232 0.000 -889.576
1.88 0.00 44.20 0.00 9.232 0.000 -906.150
2.25 0.00 44.20 0.00 9.232 0.000 -922.724
2.63 0.00 44.20 0.00 9.232 0.000 -939.298
3.00 0.00 44.20 0.00 9.232 0.000 -955.872
3.38 0.00 44.20 0.00 9.232 0.000 -972.447
3.75 0.00 44.20 0.00 9.232 0.000 -989.021
2:PREMIX 0.00 0.00 29.67 0.00 1.525 0.000 -399.217
0.38 0.00 29.31 0.00 1.525 0.000 -410.288
0.75 0.00 28.40 0.00 1.525 0.000 -421.120
1.13 0.00 27.23 0.00 1.525 0.000 -431.556
1.50 0.00 26.04 0.00 1.525 0.000 -441.557
1.88 0.00 24.84 0.00 1.525 0.000 -451.122
2.25 0.00 23.65 0.00 1.525 0.000 -460.189
2.63 0.00 22.45 0.00 1.525 0.000 -468.819
3.00 0.00 21.28 0.00 1.525 0.000 -477.015
3.38 0.00 20.37 0.00 1.525 0.000 -484.815
3.75 0.00 20.02 0.00 1.525 0.000 -492.374
3:HAUDL - AL 0.00 0.00 153.70 0.00 3.276 0.000 -1.7E 3
0.38 0.00 145.10 0.00 3.276 0.000 -1.76E 3
0.75 0.00 136.50 0.00 3.276 0.000 -1.81E 3
1.13 0.00 127.91 0.00 3.276 0.000 -1.86E 3
1.50 0.00 119.31 0.00 3.276 0.000 -1.91E 3
1.88 0.00 110.71 0.00 3.276 0.000 -1.95E 32.25 0.00 102.11 0.00 3.276 0.000 -1.99E 3
2.63 0.00 93.51 0.00 3.276 0.000 -2.03E 3
3.00 0.00 84.91 0.00 3.276 0.000 -2.06E 3
3.38 0.00 76.31 0.00 3.276 0.000 -2.09E 3
3.75 0.00 67.71 0.00 3.276 0.000 -2.12E 3
4:1/8L-KEL 0.00 0.00 -10.52 0.00 0.083 0.000 -203.777
0.38 0.00 -10.52 0.00 0.083 0.000 -199.831
0.75 0.00 -10.52 0.00 0.083 0.000 -195.885
1.13 0.00 -10.52 0.00 0.083 0.000 -191.938
1.50 0.00 -10.52 0.00 0.083 0.000 -187.992
1.88 0.00 -10.52 0.00 0.083 0.000 -184.046
2.25 0.00 -10.52 0.00 0.083 0.000 -180.100
2.63 0.00 -10.52 0.00 0.083 0.000 -176.153
3.00 0.00 -10.52 0.00 0.083 0.000 -172.207
3.38 0.00 -10.52 0.00 0.083 0.000 -168.261
3.75 0.00 -10.52 0.00 0.083 0.000 -164.315
5:1/4L-KEL 0.00 0.00 -21.54 0.00 0.286 0.000 -413.037
0.38 0.00 -21.54 0.00 0.286 0.000 -404.959
0.75 0.00 -21.54 0.00 0.286 0.000 -396.881
1.13 0.00 -21.54 0.00 0.286 0.000 -388.804
1.50 0.00 -21.54 0.00 0.286 0.000 -380.726
1.88 0.00 -21.54 0.00 0.286 0.000 -372.649
2.25 0.00 -21.54 0.00 0.286 0.000 -364.571
2.63 0.00 -21.54 0.00 0.286 0.000 -356.493
-
8/10/2019 BridgeDesign Calculation
10/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
3.00 0.00 -21.54 0.00 0.286 0.000 -348.416
3.38 0.00 -21.54 0.00 0.286 0.000 -340.338
3.75 0.00 -21.54 0.00 0.286 0.000 -332.261
6:3/8L-KEL 0.00 0.00 46.87 0.00 0.575 0.000 -332.340
0.38 0.00 46.87 0.00 0.575 0.000 -349.917
0.75 0.00 46.87 0.00 0.575 0.000 -367.495
1.13 0.00 46.87 0.00 0.575 0.000 -385.073
1.50 0.00 46.87 0.00 0.575 0.000 -402.651
1.88 0.00 46.87 0.00 0.575 0.000 -420.229
2.25 0.00 46.87 0.00 0.575 0.000 -437.807
2.63 0.00 46.87 0.00 0.575 0.000 -455.385
3.00 0.00 46.87 0.00 0.575 0.000 -472.963
3.38 0.00 46.87 0.00 0.575 0.000 -490.541
3.75 0.00 46.87 0.00 0.575 0.000 -508.119
7:1/2L-KEL 0.00 0.00 36.20 0.00 0.718 0.000 -259.561
0.38 0.00 36.20 0.00 0.718 0.000 -273.136
0.75 0.00 36.20 0.00 0.718 0.000 -286.710
1.13 0.00 36.20 0.00 0.718 0.000 -300.285
1.50 0.00 36.20 0.00 0.718 0.000 -313.859
1.88 0.00 36.20 0.00 0.718 0.000 -327.434
2.25 0.00 36.20 0.00 0.718 0.000 -341.008
2.63 0.00 36.20 0.00 0.718 0.000 -354.583
3.00 0.00 36.20 0.00 0.718 0.000 -368.158
3.38 0.00 36.20 0.00 0.718 0.000 -381.732
3.75 0.00 36.20 0.00 0.718 0.000 -395.307
8:HAUDL - FO 0.00 0.00 3.37 0.00 -5.377 0.000 -30.519
0.38 0.00 3.37 0.00 -5.377 0.000 -31.782
0.75 0.00 3.37 0.00 -5.377 0.000 -33.045
1.13 0.00 3.37 0.00 -5.377 0.000 -34.3081.50 0.00 3.37 0.00 -5.377 0.000 -35.571
1.88 0.00 3.37 0.00 -5.377 0.000 -36.834
2.25 0.00 3.37 0.00 -5.377 0.000 -38.097
2.63 0.00 3.37 0.00 -5.377 0.000 -39.359
3.00 0.00 3.37 0.00 -5.377 0.000 -40.622
3.38 0.00 3.37 0.00 -5.377 0.000 -41.885
3.75 0.00 3.37 0.00 -5.377 0.000 -43.148
9:1/8L-KEL FO 0.00 0.00 0.87 0.00 -0.359 0.000 1.671
0.38 0.00 0.87 0.00 -0.359 0.000 1.345
0.75 0.00 0.87 0.00 -0.359 0.000 1.019
1.13 0.00 0.87 0.00 -0.359 0.000 0.692
1.50 0.00 0.87 0.00 -0.359 0.000 0.366
1.88 0.00 0.87 0.00 -0.359 0.000 0.039
2.25 0.00 0.87 0.00 -0.359 0.000 -0.287
2.63 0.00 0.87 0.00 -0.359 0.000 -0.614
3.00 0.00 0.87 0.00 -0.359 0.000 -0.940
3.38 0.00 0.87 0.00 -0.359 0.000 -1.266
3.75 0.00 0.87 0.00 -0.359 0.000 -1.593
10:1/4L-KEL F 0.00 0.00 1.04 0.00 -0.662 0.000 1.093
0.38 0.00 1.04 0.00 -0.662 0.000 0.704
0.75 0.00 1.04 0.00 -0.662 0.000 0.315
1.13 0.00 1.04 0.00 -0.662 0.000 -0.075
1.50 0.00 1.04 0.00 -0.662 0.000 -0.464
1.88 0.00 1.04 0.00 -0.662 0.000 -0.854
-
8/10/2019 BridgeDesign Calculation
11/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
2.25 0.00 1.04 0.00 -0.662 0.000 -1.243
2.63 0.00 1.04 0.00 -0.662 0.000 -1.633
3.00 0.00 1.04 0.00 -0.662 0.000 -2.022
3.38 0.00 1.04 0.00 -0.662 0.000 -2.412
3.75 0.00 1.04 0.00 -0.662 0.000 -2.801
11:3/8L-KEL F 0.00 0.00 0.45 0.00 -0.855 0.000 -2.720
0.38 0.00 0.45 0.00 -0.855 0.000 -2.889
0.75 0.00 0.45 0.00 -0.855 0.000 -3.058
1.13 0.00 0.45 0.00 -0.855 0.000 -3.227
1.50 0.00 0.45 0.00 -0.855 0.000 -3.396
1.88 0.00 0.45 0.00 -0.855 0.000 -3.565
2.25 0.00 0.45 0.00 -0.855 0.000 -3.734
2.63 0.00 0.45 0.00 -0.855 0.000 -3.903
3.00 0.00 0.45 0.00 -0.855 0.000 -4.072
3.38 0.00 0.45 0.00 -0.855 0.000 -4.241
3.75 0.00 0.45 0.00 -0.855 0.000 -4.410
12:1/2L-KEL F 0.00 0.00 0.12 0.00 -0.968 0.000 -6.952
0.38 0.00 0.12 0.00 -0.968 0.000 -6.997
0.75 0.00 0.12 0.00 -0.968 0.000 -7.042
1.13 0.00 0.12 0.00 -0.968 0.000 -7.088
1.50 0.00 0.12 0.00 -0.968 0.000 -7.133
1.88 0.00 0.12 0.00 -0.968 0.000 -7.178
2.25 0.00 0.12 0.00 -0.968 0.000 -7.224
2.63 0.00 0.12 0.00 -0.968 0.000 -7.269
3.00 0.00 0.12 0.00 -0.968 0.000 -7.314
3.38 0.00 0.12 0.00 -0.968 0.000 -7.359
3.75 0.00 0.12 0.00 -0.968 0.000 -7.405
12 1:PARAPET 0.00 0.00 13.91 0.00 3.107 0.000 -988.082
0.38 0.00 13.91 0.00 3.107 0.000 -993.2990.75 0.00 13.91 0.00 3.107 0.000 -998.516
1.13 0.00 13.91 0.00 3.107 0.000 -1E 3
1.50 0.00 13.91 0.00 3.107 0.000 -1.01E 3
1.88 0.00 13.91 0.00 3.107 0.000 -1.01E 3
2.25 0.00 13.91 0.00 3.107 0.000 -1.02E 3
2.63 0.00 13.91 0.00 3.107 0.000 -1.02E 3
3.00 0.00 13.91 0.00 3.107 0.000 -1.03E 3
3.38 0.00 13.91 0.00 3.107 0.000 -1.04E 3
3.75 0.00 13.91 0.00 3.107 0.000 -1.04E 3
2:PREMIX 0.00 0.00 12.97 0.00 0.514 0.000 -492.211
0.38 0.00 12.61 0.00 0.514 0.000 -497.021
0.75 0.00 11.70 0.00 0.514 0.000 -501.591
1.13 0.00 10.54 0.00 0.514 0.000 -505.766
1.50 0.00 9.34 0.00 0.514 0.000 -509.505
1.88 0.00 8.14 0.00 0.514 0.000 -512.808
2.25 0.00 6.95 0.00 0.514 0.000 -515.613
2.63 0.00 5.75 0.00 0.514 0.000 -517.982
3.00 0.00 4.59 0.00 0.514 0.000 -519.915
3.38 0.00 3.68 0.00 0.514 0.000 -521.453
3.75 0.00 3.32 0.00 0.514 0.000 -522.751
3:HAUDL - AL 0.00 0.00 79.69 0.00 1.126 0.000 -2.12E 3
0.38 0.00 71.09 0.00 1.126 0.000 -2.14E 3
0.75 0.00 62.49 0.00 1.126 0.000 -2.17E 3
1.13 0.00 53.89 0.00 1.126 0.000 -2.19E 3
-
8/10/2019 BridgeDesign Calculation
12/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.50 0.00 45.29 0.00 1.126 0.000 -2.21E 3
1.88 0.00 36.69 0.00 1.126 0.000 -2.23E 3
2.25 0.00 28.10 0.00 1.126 0.000 -2.24E 3
2.63 0.00 19.50 0.00 1.126 0.000 -2.25E 3
3.00 0.00 10.90 0.00 1.126 0.000 -2.25E 3
3.38 0.00 2.30 0.00 1.126 0.000 -2.25E 3
3.75 0.00 -6.30 0.00 1.126 0.000 -2.25E 3
4:1/8L-KEL 0.00 0.00 -9.53 0.00 -0.094 0.000 -164.350
0.38 0.00 -9.53 0.00 -0.094 0.000 -160.777
0.75 0.00 -9.53 0.00 -0.094 0.000 -157.205
1.13 0.00 -9.53 0.00 -0.094 0.000 -153.632
1.50 0.00 -9.53 0.00 -0.094 0.000 -150.060
1.88 0.00 -9.53 0.00 -0.094 0.000 -146.487
2.25 0.00 -9.53 0.00 -0.094 0.000 -142.914
2.63 0.00 -9.53 0.00 -0.094 0.000 -139.342
3.00 0.00 -9.53 0.00 -0.094 0.000 -135.769
3.38 0.00 -9.53 0.00 -0.094 0.000 -132.197
3.75 0.00 -9.53 0.00 -0.094 0.000 -128.624
5:1/4L-KEL 0.00 0.00 -19.45 0.00 -0.112 0.000 -332.317
0.38 0.00 -19.45 0.00 -0.112 0.000 -325.024
0.75 0.00 -19.45 0.00 -0.112 0.000 -317.732
1.13 0.00 -19.45 0.00 -0.112 0.000 -310.439
1.50 0.00 -19.45 0.00 -0.112 0.000 -303.146
1.88 0.00 -19.45 0.00 -0.112 0.000 -295.854
2.25 0.00 -19.45 0.00 -0.112 0.000 -288.561
2.63 0.00 -19.45 0.00 -0.112 0.000 -281.268
3.00 0.00 -19.45 0.00 -0.112 0.000 -273.976
3.38 0.00 -19.45 0.00 -0.112 0.000 -266.683
3.75 0.00 -19.45 0.00 -0.112 0.000 -259.3906:3/8L-KEL 0.00 0.00 -30.13 0.00 0.030 0.000 -508.021
0.38 0.00 -30.13 0.00 0.030 0.000 -496.723
0.75 0.00 -30.13 0.00 0.030 0.000 -485.425
1.13 0.00 -30.13 0.00 0.030 0.000 -474.128
1.50 0.00 -30.13 0.00 0.030 0.000 -462.830
1.88 0.00 -30.13 0.00 0.030 0.000 -451.532
2.25 0.00 -30.13 0.00 0.030 0.000 -440.235
2.63 0.00 -30.13 0.00 0.030 0.000 -428.937
3.00 0.00 -30.13 0.00 0.030 0.000 -417.640
3.38 0.00 -30.13 0.00 0.030 0.000 -406.342
3.75 0.00 -30.13 0.00 0.030 0.000 -395.044
7:1/2L-KEL 0.00 0.00 38.46 0.00 0.282 0.000 -395.060
0.38 0.00 38.46 0.00 0.282 0.000 -409.484
0.75 0.00 38.46 0.00 0.282 0.000 -423.908
1.13 0.00 38.46 0.00 0.282 0.000 -438.332
1.50 0.00 38.46 0.00 0.282 0.000 -452.756
1.88 0.00 38.46 0.00 0.282 0.000 -467.180
2.25 0.00 38.46 0.00 0.282 0.000 -481.604
2.63 0.00 38.46 0.00 0.282 0.000 -496.028
3.00 0.00 38.46 0.00 0.282 0.000 -510.452
3.38 0.00 38.46 0.00 0.282 0.000 -524.876
3.75 0.00 38.46 0.00 0.282 0.000 -539.300
8:HAUDL - FO 0.00 0.00 1.29 0.00 -1.889 0.000 -44.672
0.38 0.00 1.29 0.00 -1.889 0.000 -45.156
-
8/10/2019 BridgeDesign Calculation
13/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.75 0.00 1.29 0.00 -1.889 0.000 -45.640
1.13 0.00 1.29 0.00 -1.889 0.000 -46.124
1.50 0.00 1.29 0.00 -1.889 0.000 -46.609
1.88 0.00 1.29 0.00 -1.889 0.000 -47.093
2.25 0.00 1.29 0.00 -1.889 0.000 -47.577
2.63 0.00 1.29 0.00 -1.889 0.000 -48.061
3.00 0.00 1.29 0.00 -1.889 0.000 -48.546
3.38 0.00 1.29 0.00 -1.889 0.000 -49.030
3.75 0.00 1.29 0.00 -1.889 0.000 -49.514
9:1/8L-KEL FO 0.00 0.00 0.76 0.00 -0.048 0.000 -1.584
0.38 0.00 0.76 0.00 -0.048 0.000 -1.870
0.75 0.00 0.76 0.00 -0.048 0.000 -2.156
1.13 0.00 0.76 0.00 -0.048 0.000 -2.442
1.50 0.00 0.76 0.00 -0.048 0.000 -2.728
1.88 0.00 0.76 0.00 -0.048 0.000 -3.015
2.25 0.00 0.76 0.00 -0.048 0.000 -3.301
2.63 0.00 0.76 0.00 -0.048 0.000 -3.587
3.00 0.00 0.76 0.00 -0.048 0.000 -3.873
3.38 0.00 0.76 0.00 -0.048 0.000 -4.159
3.75 0.00 0.76 0.00 -0.048 0.000 -4.445
10:1/4L-KEL F 0.00 0.00 1.17 0.00 -0.139 0.000 -2.852
0.38 0.00 1.17 0.00 -0.139 0.000 -3.289
0.75 0.00 1.17 0.00 -0.139 0.000 -3.727
1.13 0.00 1.17 0.00 -0.139 0.000 -4.164
1.50 0.00 1.17 0.00 -0.139 0.000 -4.602
1.88 0.00 1.17 0.00 -0.139 0.000 -5.039
2.25 0.00 1.17 0.00 -0.139 0.000 -5.477
2.63 0.00 1.17 0.00 -0.139 0.000 -5.914
3.00 0.00 1.17 0.00 -0.139 0.000 -6.3523.38 0.00 1.17 0.00 -0.139 0.000 -6.790
3.75 0.00 1.17 0.00 -0.139 0.000 -7.227
11:3/8L-KEL F 0.00 0.00 0.84 0.00 -0.251 0.000 -4.610
0.38 0.00 0.84 0.00 -0.251 0.000 -4.925
0.75 0.00 0.84 0.00 -0.251 0.000 -5.240
1.13 0.00 0.84 0.00 -0.251 0.000 -5.555
1.50 0.00 0.84 0.00 -0.251 0.000 -5.870
1.88 0.00 0.84 0.00 -0.251 0.000 -6.185
2.25 0.00 0.84 0.00 -0.251 0.000 -6.501
2.63 0.00 0.84 0.00 -0.251 0.000 -6.816
3.00 0.00 0.84 0.00 -0.251 0.000 -7.131
3.38 0.00 0.84 0.00 -0.251 0.000 -7.446
3.75 0.00 0.84 0.00 -0.251 0.000 -7.761
12:1/2L-KEL F 0.00 0.00 -0.11 0.00 -0.329 0.000 -7.745
0.38 0.00 -0.11 0.00 -0.329 0.000 -7.705
0.75 0.00 -0.11 0.00 -0.329 0.000 -7.664
1.13 0.00 -0.11 0.00 -0.329 0.000 -7.624
1.50 0.00 -0.11 0.00 -0.329 0.000 -7.584
1.88 0.00 -0.11 0.00 -0.329 0.000 -7.544
2.25 0.00 -0.11 0.00 -0.329 0.000 -7.504
2.63 0.00 -0.11 0.00 -0.329 0.000 -7.464
3.00 0.00 -0.11 0.00 -0.329 0.000 -7.424
3.38 0.00 -0.11 0.00 -0.329 0.000 -7.384
3.75 0.00 -0.11 0.00 -0.329 0.000 -7.343
-
8/10/2019 BridgeDesign Calculation
14/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
13 1:PARAPET 0.00 0.00 -13.91 0.00 -3.107 0.000 -1.04E 3
0.38 0.00 -13.91 0.00 -3.107 0.000 -1.04E 3
0.75 0.00 -13.91 0.00 -3.107 0.000 -1.03E 3
1.13 0.00 -13.91 0.00 -3.107 0.000 -1.02E 3
1.50 0.00 -13.91 0.00 -3.107 0.000 -1.02E 3
1.88 0.00 -13.91 0.00 -3.107 0.000 -1.01E 3
2.25 0.00 -13.91 0.00 -3.107 0.000 -1.01E 3
2.63 0.00 -13.91 0.00 -3.107 0.000 -1E 3
3.00 0.00 -13.91 0.00 -3.107 0.000 -998.516
3.38 0.00 -13.91 0.00 -3.107 0.000 -993.299
3.75 0.00 -13.91 0.00 -3.107 0.000 -988.082
2:PREMIX 0.00 0.00 -3.32 0.00 -0.514 0.000 -522.751
0.38 0.00 -3.68 0.00 -0.514 0.000 -521.453
0.75 0.00 -4.59 0.00 -0.514 0.000 -519.915
1.13 0.00 -5.75 0.00 -0.514 0.000 -517.982
1.50 0.00 -6.95 0.00 -0.514 0.000 -515.613
1.88 0.00 -8.14 0.00 -0.514 0.000 -512.808
2.25 0.00 -9.34 0.00 -0.514 0.000 -509.505
2.63 0.00 -10.54 0.00 -0.514 0.000 -505.766
3.00 0.00 -11.70 0.00 -0.514 0.000 -501.591
3.38 0.00 -12.61 0.00 -0.514 0.000 -497.021
3.75 0.00 -12.97 0.00 -0.514 0.000 -492.211
3:HAUDL - AL 0.00 0.00 6.30 0.00 -1.126 0.000 -2.25E 3
0.38 0.00 -2.30 0.00 -1.126 0.000 -2.25E 3
0.75 0.00 -10.90 0.00 -1.126 0.000 -2.25E 3
1.13 0.00 -19.50 0.00 -1.126 0.000 -2.25E 3
1.50 0.00 -28.10 0.00 -1.126 0.000 -2.24E 3
1.88 0.00 -36.69 0.00 -1.126 0.000 -2.23E 3
2.25 0.00 -45.29 0.00 -1.126 0.000 -2.21E 32.63 0.00 -53.89 0.00 -1.126 0.000 -2.19E 3
3.00 0.00 -62.49 0.00 -1.126 0.000 -2.17E 3
3.38 0.00 -71.09 0.00 -1.126 0.000 -2.14E 3
3.75 0.00 -79.69 0.00 -1.126 0.000 -2.12E 3
4:1/8L-KEL 0.00 0.00 -8.94 0.00 -0.196 0.000 -128.682
0.38 0.00 -8.94 0.00 -0.196 0.000 -125.332
0.75 0.00 -8.94 0.00 -0.196 0.000 -121.981
1.13 0.00 -8.94 0.00 -0.196 0.000 -118.630
1.50 0.00 -8.94 0.00 -0.196 0.000 -115.279
1.88 0.00 -8.94 0.00 -0.196 0.000 -111.929
2.25 0.00 -8.94 0.00 -0.196 0.000 -108.578
2.63 0.00 -8.94 0.00 -0.196 0.000 -105.227
3.00 0.00 -8.94 0.00 -0.196 0.000 -101.876
3.38 0.00 -8.94 0.00 -0.196 0.000 -98.526
3.75 0.00 -8.94 0.00 -0.196 0.000 -95.175
5:1/4L-KEL 0.00 0.00 -18.12 0.00 -0.351 0.000 -259.501
0.38 0.00 -18.12 0.00 -0.351 0.000 -252.705
0.75 0.00 -18.12 0.00 -0.351 0.000 -245.908
1.13 0.00 -18.12 0.00 -0.351 0.000 -239.112
1.50 0.00 -18.12 0.00 -0.351 0.000 -232.315
1.88 0.00 -18.12 0.00 -0.351 0.000 -225.518
2.25 0.00 -18.12 0.00 -0.351 0.000 -218.722
2.63 0.00 -18.12 0.00 -0.351 0.000 -211.925
3.00 0.00 -18.12 0.00 -0.351 0.000 -205.129
-
8/10/2019 BridgeDesign Calculation
15/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
3.38 0.00 -18.12 0.00 -0.351 0.000 -198.332
3.75 0.00 -18.12 0.00 -0.351 0.000 -191.536
6:3/8L-KEL 0.00 0.00 -27.86 0.00 -0.406 0.000 -395.190
0.38 0.00 -27.86 0.00 -0.406 0.000 -384.741
0.75 0.00 -27.86 0.00 -0.406 0.000 -374.292
1.13 0.00 -27.86 0.00 -0.406 0.000 -363.844
1.50 0.00 -27.86 0.00 -0.406 0.000 -353.395
1.88 0.00 -27.86 0.00 -0.406 0.000 -342.946
2.25 0.00 -27.86 0.00 -0.406 0.000 -332.498
2.63 0.00 -27.86 0.00 -0.406 0.000 -322.049
3.00 0.00 -27.86 0.00 -0.406 0.000 -311.600
3.38 0.00 -27.86 0.00 -0.406 0.000 -301.152
3.75 0.00 -27.86 0.00 -0.406 0.000 -290.703
7:1/2L-KEL 0.00 0.00 -38.46 0.00 -0.282 0.000 -539.300
0.38 0.00 -38.46 0.00 -0.282 0.000 -524.876
0.75 0.00 -38.46 0.00 -0.282 0.000 -510.452
1.13 0.00 -38.46 0.00 -0.282 0.000 -496.028
1.50 0.00 -38.46 0.00 -0.282 0.000 -481.604
1.88 0.00 -38.46 0.00 -0.282 0.000 -467.180
2.25 0.00 -38.46 0.00 -0.282 0.000 -452.756
2.63 0.00 -38.46 0.00 -0.282 0.000 -438.332
3.00 0.00 -38.46 0.00 -0.282 0.000 -423.908
3.38 0.00 -38.46 0.00 -0.282 0.000 -409.484
3.75 0.00 -38.46 0.00 -0.282 0.000 -395.060
8:HAUDL - FO 0.00 0.00 -1.29 0.00 1.889 0.000 -49.514
0.38 0.00 -1.29 0.00 1.889 0.000 -49.030
0.75 0.00 -1.29 0.00 1.889 0.000 -48.546
1.13 0.00 -1.29 0.00 1.889 0.000 -48.061
1.50 0.00 -1.29 0.00 1.889 0.000 -47.5771.88 0.00 -1.29 0.00 1.889 0.000 -47.093
2.25 0.00 -1.29 0.00 1.889 0.000 -46.609
2.63 0.00 -1.29 0.00 1.889 0.000 -46.124
3.00 0.00 -1.29 0.00 1.889 0.000 -45.640
3.38 0.00 -1.29 0.00 1.889 0.000 -45.156
3.75 0.00 -1.29 0.00 1.889 0.000 -44.672
9:1/8L-KEL FO 0.00 0.00 0.30 0.00 0.220 0.000 -4.337
0.38 0.00 0.30 0.00 0.220 0.000 -4.451
0.75 0.00 0.30 0.00 0.220 0.000 -4.565
1.13 0.00 0.30 0.00 0.220 0.000 -4.680
1.50 0.00 0.30 0.00 0.220 0.000 -4.794
1.88 0.00 0.30 0.00 0.220 0.000 -4.908
2.25 0.00 0.30 0.00 0.220 0.000 -5.023
2.63 0.00 0.30 0.00 0.220 0.000 -5.137
3.00 0.00 0.30 0.00 0.220 0.000 -5.251
3.38 0.00 0.30 0.00 0.220 0.000 -5.366
3.75 0.00 0.30 0.00 0.220 0.000 -5.480
10:1/4L-KEL F 0.00 0.00 0.57 0.00 0.363 0.000 -7.057
0.38 0.00 0.57 0.00 0.363 0.000 -7.272
0.75 0.00 0.57 0.00 0.363 0.000 -7.487
1.13 0.00 0.57 0.00 0.363 0.000 -7.702
1.50 0.00 0.57 0.00 0.363 0.000 -7.917
1.88 0.00 0.57 0.00 0.363 0.000 -8.132
2.25 0.00 0.57 0.00 0.363 0.000 -8.347
-
8/10/2019 BridgeDesign Calculation
16/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
2.63 0.00 0.57 0.00 0.363 0.000 -8.562
3.00 0.00 0.57 0.00 0.363 0.000 -8.777
3.38 0.00 0.57 0.00 0.363 0.000 -8.992
3.75 0.00 0.57 0.00 0.363 0.000 -9.207
11:3/8L-KEL F 0.00 0.00 0.62 0.00 0.388 0.000 -7.625
0.38 0.00 0.62 0.00 0.388 0.000 -7.856
0.75 0.00 0.62 0.00 0.388 0.000 -8.087
1.13 0.00 0.62 0.00 0.388 0.000 -8.317
1.50 0.00 0.62 0.00 0.388 0.000 -8.548
1.88 0.00 0.62 0.00 0.388 0.000 -8.779
2.25 0.00 0.62 0.00 0.388 0.000 -9.010
2.63 0.00 0.62 0.00 0.388 0.000 -9.241
3.00 0.00 0.62 0.00 0.388 0.000 -9.472
3.38 0.00 0.62 0.00 0.388 0.000 -9.702
3.75 0.00 0.62 0.00 0.388 0.000 -9.933
12:1/2L-KEL F 0.00 0.00 0.11 0.00 0.329 0.000 -7.343
0.38 0.00 0.11 0.00 0.329 0.000 -7.384
0.75 0.00 0.11 0.00 0.329 0.000 -7.424
1.13 0.00 0.11 0.00 0.329 0.000 -7.464
1.50 0.00 0.11 0.00 0.329 0.000 -7.504
1.88 0.00 0.11 0.00 0.329 0.000 -7.544
2.25 0.00 0.11 0.00 0.329 0.000 -7.584
2.63 0.00 0.11 0.00 0.329 0.000 -7.624
3.00 0.00 0.11 0.00 0.329 0.000 -7.664
3.38 0.00 0.11 0.00 0.329 0.000 -7.705
3.75 0.00 0.11 0.00 0.329 0.000 -7.745
14 1:PARAPET 0.00 0.00 -44.20 0.00 -9.232 0.000 -989.021
0.38 0.00 -44.20 0.00 -9.232 0.000 -972.447
0.75 0.00 -44.20 0.00 -9.232 0.000 -955.8721.13 0.00 -44.20 0.00 -9.232 0.000 -939.298
1.50 0.00 -44.20 0.00 -9.232 0.000 -922.724
1.88 0.00 -44.20 0.00 -9.232 0.000 -906.150
2.25 0.00 -44.20 0.00 -9.232 0.000 -889.576
2.63 0.00 -44.20 0.00 -9.232 0.000 -873.002
3.00 0.00 -44.20 0.00 -9.232 0.000 -856.427
3.38 0.00 -44.20 0.00 -9.232 0.000 -839.853
3.75 0.00 -44.20 0.00 -9.232 0.000 -823.279
2:PREMIX 0.00 0.00 -20.02 0.00 -1.525 0.000 -492.374
0.38 0.00 -20.37 0.00 -1.525 0.000 -484.815
0.75 0.00 -21.28 0.00 -1.525 0.000 -477.015
1.13 0.00 -22.45 0.00 -1.525 0.000 -468.819
1.50 0.00 -23.65 0.00 -1.525 0.000 -460.189
1.88 0.00 -24.84 0.00 -1.525 0.000 -451.122
2.25 0.00 -26.04 0.00 -1.525 0.000 -441.557
2.63 0.00 -27.23 0.00 -1.525 0.000 -431.556
3.00 0.00 -28.40 0.00 -1.525 0.000 -421.120
3.38 0.00 -29.31 0.00 -1.525 0.000 -410.288
3.75 0.00 -29.67 0.00 -1.525 0.000 -399.217
3:HAUDL - AL 0.00 0.00 -67.71 0.00 -3.276 0.000 -2.12E 3
0.38 0.00 -76.31 0.00 -3.276 0.000 -2.09E 3
0.75 0.00 -84.91 0.00 -3.276 0.000 -2.06E 3
1.13 0.00 -93.51 0.00 -3.276 0.000 -2.03E 3
1.50 0.00 -102.11 0.00 -3.276 0.000 -1.99E 3
-
8/10/2019 BridgeDesign Calculation
17/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.88 0.00 -110.71 0.00 -3.276 0.000 -1.95E 3
2.25 0.00 -119.31 0.00 -3.276 0.000 -1.91E 3
2.63 0.00 -127.91 0.00 -3.276 0.000 -1.86E 3
3.00 0.00 -136.50 0.00 -3.276 0.000 -1.81E 3
3.38 0.00 -145.10 0.00 -3.276 0.000 -1.76E 3
3.75 0.00 -153.70 0.00 -3.276 0.000 -1.7E 3
4:1/8L-KEL 0.00 0.00 -8.60 0.00 -0.258 0.000 -95.250
0.38 0.00 -8.60 0.00 -0.258 0.000 -92.024
0.75 0.00 -8.60 0.00 -0.258 0.000 -88.797
1.13 0.00 -8.60 0.00 -0.258 0.000 -85.571
1.50 0.00 -8.60 0.00 -0.258 0.000 -82.344
1.88 0.00 -8.60 0.00 -0.258 0.000 -79.118
2.25 0.00 -8.60 0.00 -0.258 0.000 -75.891
2.63 0.00 -8.60 0.00 -0.258 0.000 -72.665
3.00 0.00 -8.60 0.00 -0.258 0.000 -69.438
3.38 0.00 -8.60 0.00 -0.258 0.000 -66.212
3.75 0.00 -8.60 0.00 -0.258 0.000 -62.985
5:1/4L-KEL 0.00 0.00 -17.36 0.00 -0.490 0.000 -191.683
0.38 0.00 -17.36 0.00 -0.490 0.000 -185.174
0.75 0.00 -17.36 0.00 -0.490 0.000 -178.665
1.13 0.00 -17.36 0.00 -0.490 0.000 -172.156
1.50 0.00 -17.36 0.00 -0.490 0.000 -165.647
1.88 0.00 -17.36 0.00 -0.490 0.000 -159.138
2.25 0.00 -17.36 0.00 -0.490 0.000 -152.629
2.63 0.00 -17.36 0.00 -0.490 0.000 -146.120
3.00 0.00 -17.36 0.00 -0.490 0.000 -139.610
3.38 0.00 -17.36 0.00 -0.490 0.000 -133.101
3.75 0.00 -17.36 0.00 -0.490 0.000 -126.592
6:3/8L-KEL 0.00 0.00 -26.46 0.00 -0.663 0.000 -290.9120.38 0.00 -26.46 0.00 -0.663 0.000 -280.988
0.75 0.00 -26.46 0.00 -0.663 0.000 -271.064
1.13 0.00 -26.46 0.00 -0.663 0.000 -261.140
1.50 0.00 -26.46 0.00 -0.663 0.000 -251.216
1.88 0.00 -26.46 0.00 -0.663 0.000 -241.292
2.25 0.00 -26.46 0.00 -0.663 0.000 -231.369
2.63 0.00 -26.46 0.00 -0.663 0.000 -221.445
3.00 0.00 -26.46 0.00 -0.663 0.000 -211.521
3.38 0.00 -26.46 0.00 -0.663 0.000 -201.597
3.75 0.00 -26.46 0.00 -0.663 0.000 -191.673
7:1/2L-KEL 0.00 0.00 -36.20 0.00 -0.718 0.000 -395.307
0.38 0.00 -36.20 0.00 -0.718 0.000 -381.732
0.75 0.00 -36.20 0.00 -0.718 0.000 -368.158
1.13 0.00 -36.20 0.00 -0.718 0.000 -354.583
1.50 0.00 -36.20 0.00 -0.718 0.000 -341.008
1.88 0.00 -36.20 0.00 -0.718 0.000 -327.434
2.25 0.00 -36.20 0.00 -0.718 0.000 -313.859
2.63 0.00 -36.20 0.00 -0.718 0.000 -300.285
3.00 0.00 -36.20 0.00 -0.718 0.000 -286.710
3.38 0.00 -36.20 0.00 -0.718 0.000 -273.136
3.75 0.00 -36.20 0.00 -0.718 0.000 -259.561
8:HAUDL - FO 0.00 0.00 -3.37 0.00 5.377 0.000 -43.148
0.38 0.00 -3.37 0.00 5.377 0.000 -41.885
0.75 0.00 -3.37 0.00 5.377 0.000 -40.622
-
8/10/2019 BridgeDesign Calculation
18/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.13 0.00 -3.37 0.00 5.377 0.000 -39.359
1.50 0.00 -3.37 0.00 5.377 0.000 -38.097
1.88 0.00 -3.37 0.00 5.377 0.000 -36.834
2.25 0.00 -3.37 0.00 5.377 0.000 -35.571
2.63 0.00 -3.37 0.00 5.377 0.000 -34.308
3.00 0.00 -3.37 0.00 5.377 0.000 -33.045
3.38 0.00 -3.37 0.00 5.377 0.000 -31.782
3.75 0.00 -3.37 0.00 5.377 0.000 -30.519
9:1/8L-KEL FO 0.00 0.00 -0.18 0.00 0.411 0.000 -5.319
0.38 0.00 -0.18 0.00 0.411 0.000 -5.251
0.75 0.00 -0.18 0.00 0.411 0.000 -5.182
1.13 0.00 -0.18 0.00 0.411 0.000 -5.114
1.50 0.00 -0.18 0.00 0.411 0.000 -5.045
1.88 0.00 -0.18 0.00 0.411 0.000 -4.977
2.25 0.00 -0.18 0.00 0.411 0.000 -4.908
2.63 0.00 -0.18 0.00 0.411 0.000 -4.839
3.00 0.00 -0.18 0.00 0.411 0.000 -4.771
3.38 0.00 -0.18 0.00 0.411 0.000 -4.702
3.75 0.00 -0.18 0.00 0.411 0.000 -4.634
10:1/4L-KEL F 0.00 0.00 -0.24 0.00 0.747 0.000 -8.911
0.38 0.00 -0.24 0.00 0.747 0.000 -8.821
0.75 0.00 -0.24 0.00 0.747 0.000 -8.730
1.13 0.00 -0.24 0.00 0.747 0.000 -8.639
1.50 0.00 -0.24 0.00 0.747 0.000 -8.549
1.88 0.00 -0.24 0.00 0.747 0.000 -8.458
2.25 0.00 -0.24 0.00 0.747 0.000 -8.367
2.63 0.00 -0.24 0.00 0.747 0.000 -8.277
3.00 0.00 -0.24 0.00 0.747 0.000 -8.186
3.38 0.00 -0.24 0.00 0.747 0.000 -8.0953.75 0.00 -0.24 0.00 0.747 0.000 -8.005
11:3/8L-KEL F 0.00 0.00 -0.16 0.00 0.943 0.000 -9.563
0.38 0.00 -0.16 0.00 0.943 0.000 -9.504
0.75 0.00 -0.16 0.00 0.943 0.000 -9.444
1.13 0.00 -0.16 0.00 0.943 0.000 -9.385
1.50 0.00 -0.16 0.00 0.943 0.000 -9.325
1.88 0.00 -0.16 0.00 0.943 0.000 -9.266
2.25 0.00 -0.16 0.00 0.943 0.000 -9.206
2.63 0.00 -0.16 0.00 0.943 0.000 -9.146
3.00 0.00 -0.16 0.00 0.943 0.000 -9.087
3.38 0.00 -0.16 0.00 0.943 0.000 -9.027
3.75 0.00 -0.16 0.00 0.943 0.000 -8.968
12:1/2L-KEL F 0.00 0.00 -0.12 0.00 0.968 0.000 -7.405
0.38 0.00 -0.12 0.00 0.968 0.000 -7.359
0.75 0.00 -0.12 0.00 0.968 0.000 -7.314
1.13 0.00 -0.12 0.00 0.968 0.000 -7.269
1.50 0.00 -0.12 0.00 0.968 0.000 -7.224
1.88 0.00 -0.12 0.00 0.968 0.000 -7.178
2.25 0.00 -0.12 0.00 0.968 0.000 -7.133
2.63 0.00 -0.12 0.00 0.968 0.000 -7.088
3.00 0.00 -0.12 0.00 0.968 0.000 -7.042
3.38 0.00 -0.12 0.00 0.968 0.000 -6.997
3.75 0.00 -0.12 0.00 0.968 0.000 -6.952
15 1:PARAPET 0.00 0.00 -81.93 0.00 -14.924 0.000 -824.708
-
8/10/2019 BridgeDesign Calculation
19/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.38 0.00 -81.93 0.00 -14.924 0.000 -793.984
0.75 0.00 -81.93 0.00 -14.924 0.000 -763.260
1.13 0.00 -81.93 0.00 -14.924 0.000 -732.536
1.50 0.00 -81.93 0.00 -14.924 0.000 -701.812
1.88 0.00 -81.93 0.00 -14.924 0.000 -671.087
2.25 0.00 -81.93 0.00 -14.924 0.000 -640.363
2.63 0.00 -81.93 0.00 -14.924 0.000 -609.639
3.00 0.00 -81.93 0.00 -14.924 0.000 -578.915
3.38 0.00 -81.93 0.00 -14.924 0.000 -548.191
3.75 0.00 -81.93 0.00 -14.924 0.000 -517.467
2:PREMIX 0.00 0.00 -37.97 0.00 -2.462 0.000 -399.475
0.38 0.00 -38.32 0.00 -2.462 0.000 -385.185
0.75 0.00 -39.23 0.00 -2.462 0.000 -370.655
1.13 0.00 -40.40 0.00 -2.462 0.000 -355.729
1.50 0.00 -41.59 0.00 -2.462 0.000 -340.368
1.88 0.00 -42.79 0.00 -2.462 0.000 -324.572
2.25 0.00 -43.99 0.00 -2.462 0.000 -308.276
2.63 0.00 -45.18 0.00 -2.462 0.000 -291.545
3.00 0.00 -46.35 0.00 -2.462 0.000 -274.378
3.38 0.00 -47.26 0.00 -2.462 0.000 -256.816
3.75 0.00 -47.61 0.00 -2.462 0.000 -239.015
3:HAUDL - AL 0.00 0.00 -143.76 0.00 -5.029 0.000 -1.7E 3
0.38 0.00 -152.36 0.00 -5.029 0.000 -1.65E 3
0.75 0.00 -160.96 0.00 -5.029 0.000 -1.59E 3
1.13 0.00 -169.55 0.00 -5.029 0.000 -1.53E 3
1.50 0.00 -178.15 0.00 -5.029 0.000 -1.46E 3
1.88 0.00 -186.75 0.00 -5.029 0.000 -1.39E 3
2.25 0.00 -195.35 0.00 -5.029 0.000 -1.32E 3
2.63 0.00 -203.95 0.00 -5.029 0.000 -1.25E 33.00 0.00 -212.55 0.00 -5.029 0.000 -1.17E 3
3.38 0.00 -221.15 0.00 -5.029 0.000 -1.09E 3
3.75 0.00 -229.75 0.00 -5.029 0.000 -1E 3
4:1/8L-KEL 0.00 0.00 -8.43 0.00 -0.293 0.000 -63.075
0.38 0.00 -8.43 0.00 -0.293 0.000 -59.916
0.75 0.00 -8.43 0.00 -0.293 0.000 -56.756
1.13 0.00 -8.43 0.00 -0.293 0.000 -53.596
1.50 0.00 -8.43 0.00 -0.293 0.000 -50.436
1.88 0.00 -8.43 0.00 -0.293 0.000 -47.277
2.25 0.00 -8.43 0.00 -0.293 0.000 -44.117
2.63 0.00 -8.43 0.00 -0.293 0.000 -40.957
3.00 0.00 -8.43 0.00 -0.293 0.000 -37.798
3.38 0.00 -8.43 0.00 -0.293 0.000 -34.638
3.75 0.00 -8.43 0.00 -0.293 0.000 -31.478
5:1/4L-KEL 0.00 0.00 -16.95 0.00 -0.565 0.000 -126.768
0.38 0.00 -16.95 0.00 -0.565 0.000 -120.413
0.75 0.00 -16.95 0.00 -0.565 0.000 -114.058
1.13 0.00 -16.95 0.00 -0.565 0.000 -107.703
1.50 0.00 -16.95 0.00 -0.565 0.000 -101.348
1.88 0.00 -16.95 0.00 -0.565 0.000 -94.994
2.25 0.00 -16.95 0.00 -0.565 0.000 -88.639
2.63 0.00 -16.95 0.00 -0.565 0.000 -82.284
3.00 0.00 -16.95 0.00 -0.565 0.000 -75.929
3.38 0.00 -16.95 0.00 -0.565 0.000 -69.574
-
8/10/2019 BridgeDesign Calculation
20/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
3.75 0.00 -16.95 0.00 -0.565 0.000 -63.220
6:3/8L-KEL 0.00 0.00 -25.69 0.00 -0.795 0.000 -191.925
0.38 0.00 -25.69 0.00 -0.795 0.000 -182.290
0.75 0.00 -25.69 0.00 -0.795 0.000 -172.655
1.13 0.00 -25.69 0.00 -0.795 0.000 -163.020
1.50 0.00 -25.69 0.00 -0.795 0.000 -153.385
1.88 0.00 -25.69 0.00 -0.795 0.000 -143.751
2.25 0.00 -25.69 0.00 -0.795 0.000 -134.116
2.63 0.00 -25.69 0.00 -0.795 0.000 -124.481
3.00 0.00 -25.69 0.00 -0.795 0.000 -114.846
3.38 0.00 -25.69 0.00 -0.795 0.000 -105.211
3.75 0.00 -25.69 0.00 -0.795 0.000 -95.577
7:1/2L-KEL 0.00 0.00 -34.87 0.00 -0.948 0.000 -259.872
0.38 0.00 -34.87 0.00 -0.948 0.000 -246.796
0.75 0.00 -34.87 0.00 -0.948 0.000 -233.719
1.13 0.00 -34.87 0.00 -0.948 0.000 -220.643
1.50 0.00 -34.87 0.00 -0.948 0.000 -207.567
1.88 0.00 -34.87 0.00 -0.948 0.000 -194.490
2.25 0.00 -34.87 0.00 -0.948 0.000 -181.414
2.63 0.00 -34.87 0.00 -0.948 0.000 -168.338
3.00 0.00 -34.87 0.00 -0.948 0.000 -155.261
3.38 0.00 -34.87 0.00 -0.948 0.000 -142.185
3.75 0.00 -34.87 0.00 -0.948 0.000 -129.109
8:HAUDL - FO 0.00 0.00 -4.28 0.00 7.950 0.000 -27.596
0.38 0.00 -4.28 0.00 7.950 0.000 -25.992
0.75 0.00 -4.28 0.00 7.950 0.000 -24.388
1.13 0.00 -4.28 0.00 7.950 0.000 -22.784
1.50 0.00 -4.28 0.00 7.950 0.000 -21.180
1.88 0.00 -4.28 0.00 7.950 0.000 -19.5762.25 0.00 -4.28 0.00 7.950 0.000 -17.972
2.63 0.00 -4.28 0.00 7.950 0.000 -16.368
3.00 0.00 -4.28 0.00 7.950 0.000 -14.764
3.38 0.00 -4.28 0.00 7.950 0.000 -13.160
3.75 0.00 -4.28 0.00 7.950 0.000 -11.556
9:1/8L-KEL FO 0.00 0.00 -0.54 0.00 0.523 0.000 -4.445
0.38 0.00 -0.54 0.00 0.523 0.000 -4.241
0.75 0.00 -0.54 0.00 0.523 0.000 -4.038
1.13 0.00 -0.54 0.00 0.523 0.000 -3.834
1.50 0.00 -0.54 0.00 0.523 0.000 -3.631
1.88 0.00 -0.54 0.00 0.523 0.000 -3.428
2.25 0.00 -0.54 0.00 0.523 0.000 -3.224
2.63 0.00 -0.54 0.00 0.523 0.000 -3.021
3.00 0.00 -0.54 0.00 0.523 0.000 -2.818
3.38 0.00 -0.54 0.00 0.523 0.000 -2.614
3.75 0.00 -0.54 0.00 0.523 0.000 -2.411
10:1/4L-KEL F 0.00 0.00 -0.91 0.00 0.983 0.000 -7.640
0.38 0.00 -0.91 0.00 0.983 0.000 -7.297
0.75 0.00 -0.91 0.00 0.983 0.000 -6.955
1.13 0.00 -0.91 0.00 0.983 0.000 -6.612
1.50 0.00 -0.91 0.00 0.983 0.000 -6.269
1.88 0.00 -0.91 0.00 0.983 0.000 -5.926
2.25 0.00 -0.91 0.00 0.983 0.000 -5.583
2.63 0.00 -0.91 0.00 0.983 0.000 -5.240
-
8/10/2019 BridgeDesign Calculation
21/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
3.00 0.00 -0.91 0.00 0.983 0.000 -4.897
3.38 0.00 -0.91 0.00 0.983 0.000 -4.555
3.75 0.00 -0.91 0.00 0.983 0.000 -4.212
11:3/8L-KEL F 0.00 0.00 -0.98 0.00 1.315 0.000 -8.463
0.38 0.00 -0.98 0.00 1.315 0.000 -8.095
0.75 0.00 -0.98 0.00 1.315 0.000 -7.727
1.13 0.00 -0.98 0.00 1.315 0.000 -7.358
1.50 0.00 -0.98 0.00 1.315 0.000 -6.990
1.88 0.00 -0.98 0.00 1.315 0.000 -6.622
2.25 0.00 -0.98 0.00 1.315 0.000 -6.254
2.63 0.00 -0.98 0.00 1.315 0.000 -5.886
3.00 0.00 -0.98 0.00 1.315 0.000 -5.518
3.38 0.00 -0.98 0.00 1.315 0.000 -5.150
3.75 0.00 -0.98 0.00 1.315 0.000 -4.781
12:1/2L-KEL F 0.00 0.00 -0.73 0.00 1.455 0.000 -6.376
0.38 0.00 -0.73 0.00 1.455 0.000 -6.104
0.75 0.00 -0.73 0.00 1.455 0.000 -5.832
1.13 0.00 -0.73 0.00 1.455 0.000 -5.560
1.50 0.00 -0.73 0.00 1.455 0.000 -5.289
1.88 0.00 -0.73 0.00 1.455 0.000 -5.017
2.25 0.00 -0.73 0.00 1.455 0.000 -4.745
2.63 0.00 -0.73 0.00 1.455 0.000 -4.473
3.00 0.00 -0.73 0.00 1.455 0.000 -4.201
3.38 0.00 -0.73 0.00 1.455 0.000 -3.929
3.75 0.00 -0.73 0.00 1.455 0.000 -3.657
16 1:PARAPET 0.00 0.00 -138.46 0.00 -23.490 0.000 -519.234
0.38 0.00 -138.46 0.00 -23.490 0.000 -467.310
0.75 0.00 -138.46 0.00 -23.490 0.000 -415.387
1.13 0.00 -138.46 0.00 -23.490 0.000 -363.4641.50 0.00 -138.46 0.00 -23.490 0.000 -311.540
1.88 0.00 -138.46 0.00 -23.490 0.000 -259.617
2.25 0.00 -138.46 0.00 -23.490 0.000 -207.693
2.63 0.00 -138.46 0.00 -23.490 0.000 -155.770
3.00 0.00 -138.46 0.00 -23.490 0.000 -103.847
3.38 0.00 -138.46 0.00 -23.490 0.000 -51.923
3.75 0.00 -138.46 0.00 -23.490 0.000 0.000
2:PREMIX 0.00 0.00 -59.00 0.00 -3.852 0.000 -239.339
0.38 0.00 -59.35 0.00 -3.852 0.000 -217.161
0.75 0.00 -60.27 0.00 -3.852 0.000 -194.743
1.13 0.00 -61.43 0.00 -3.852 0.000 -171.930
1.50 0.00 -62.63 0.00 -3.852 0.000 -148.681
1.88 0.00 -63.82 0.00 -3.852 0.000 -124.996
2.25 0.00 -65.02 0.00 -3.852 0.000 -100.813
2.63 0.00 -66.22 0.00 -3.852 0.000 -76.194
3.00 0.00 -67.38 0.00 -3.852 0.000 -51.140
3.38 0.00 -68.29 0.00 -3.852 0.000 -25.690
3.75 0.00 -68.65 0.00 -3.852 0.000 0.000
3:HAUDL - AL 0.00 0.00 -225.22 0.00 -6.342 0.000 -1.01E 3
0.38 0.00 -233.81 0.00 -6.342 0.000 -919.540
0.75 0.00 -242.41 0.00 -6.342 0.000 -830.157
1.13 0.00 -251.01 0.00 -6.342 0.000 -737.640
1.50 0.00 -259.61 0.00 -6.342 0.000 -641.988
1.88 0.00 -268.21 0.00 -6.342 0.000 -543.200
-
8/10/2019 BridgeDesign Calculation
22/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
2.25 0.00 -276.81 0.00 -6.342 0.000 -440.830
2.63 0.00 -285.41 0.00 -6.342 0.000 -335.325
3.00 0.00 -294.01 0.00 -6.342 0.000 -226.685
3.38 0.00 -302.60 0.00 -6.342 0.000 -114.910
3.75 0.00 -311.20 0.00 -6.342 0.000 0.000
4:1/8L-KEL 0.00 0.00 -8.43 0.00 -0.322 0.000 -31.602
0.38 0.00 -8.43 0.00 -0.322 0.000 -28.441
0.75 0.00 -8.43 0.00 -0.322 0.000 -25.281
1.13 0.00 -8.43 0.00 -0.322 0.000 -22.121
1.50 0.00 -8.43 0.00 -0.322 0.000 -18.961
1.88 0.00 -8.43 0.00 -0.322 0.000 -15.801
2.25 0.00 -8.43 0.00 -0.322 0.000 -12.641
2.63 0.00 -8.43 0.00 -0.322 0.000 -9.480
3.00 0.00 -8.43 0.00 -0.322 0.000 -6.320
3.38 0.00 -8.43 0.00 -0.322 0.000 -3.160
3.75 0.00 -8.43 0.00 -0.322 0.000 0.000
5:1/4L-KEL 0.00 0.00 -16.92 0.00 -0.625 0.000 -63.459
0.38 0.00 -16.92 0.00 -0.625 0.000 -57.113
0.75 0.00 -16.92 0.00 -0.625 0.000 -50.767
1.13 0.00 -16.92 0.00 -0.625 0.000 -44.421
1.50 0.00 -16.92 0.00 -0.625 0.000 -38.075
1.88 0.00 -16.92 0.00 -0.625 0.000 -31.729
2.25 0.00 -16.92 0.00 -0.625 0.000 -25.384
2.63 0.00 -16.92 0.00 -0.625 0.000 -19.038
3.00 0.00 -16.92 0.00 -0.625 0.000 -12.692
3.38 0.00 -16.92 0.00 -0.625 0.000 -6.346
3.75 0.00 -16.92 0.00 -0.625 0.000 0.000
6:3/8L-KEL 0.00 0.00 -25.58 0.00 -0.888 0.000 -95.918
0.38 0.00 -25.58 0.00 -0.888 0.000 -86.3260.75 0.00 -25.58 0.00 -0.888 0.000 -76.734
1.13 0.00 -25.58 0.00 -0.888 0.000 -67.143
1.50 0.00 -25.58 0.00 -0.888 0.000 -57.551
1.88 0.00 -25.58 0.00 -0.888 0.000 -47.959
2.25 0.00 -25.58 0.00 -0.888 0.000 -38.367
2.63 0.00 -25.58 0.00 -0.888 0.000 -28.775
3.00 0.00 -25.58 0.00 -0.888 0.000 -19.184
3.38 0.00 -25.58 0.00 -0.888 0.000 -9.592
3.75 0.00 -25.58 0.00 -0.888 0.000 0.000
7:1/2L-KEL 0.00 0.00 -34.54 0.00 -1.087 0.000 -129.532
0.38 0.00 -34.54 0.00 -1.087 0.000 -116.579
0.75 0.00 -34.54 0.00 -1.087 0.000 -103.626
1.13 0.00 -34.54 0.00 -1.087 0.000 -90.672
1.50 0.00 -34.54 0.00 -1.087 0.000 -77.719
1.88 0.00 -34.54 0.00 -1.087 0.000 -64.766
2.25 0.00 -34.54 0.00 -1.087 0.000 -51.813
2.63 0.00 -34.54 0.00 -1.087 0.000 -38.860
3.00 0.00 -34.54 0.00 -1.087 0.000 -25.906
3.38 0.00 -34.54 0.00 -1.087 0.000 -12.953
3.75 0.00 -34.54 0.00 -1.087 0.000 0.000
8:HAUDL - FO 0.00 0.00 -1.84 0.00 9.684 0.000 -6.910
0.38 0.00 -1.84 0.00 9.684 0.000 -6.219
0.75 0.00 -1.84 0.00 9.684 0.000 -5.528
1.13 0.00 -1.84 0.00 9.684 0.000 -4.837
-
8/10/2019 BridgeDesign Calculation
23/111
Beam Force Detail Cont ...
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.50 0.00 -1.84 0.00 9.684 0.000 -4.146
1.88 0.00 -1.84 0.00 9.684 0.000 -3.455
2.25 0.00 -1.84 0.00 9.684 0.000 -2.764
2.63 0.00 -1.84 0.00 9.684 0.000 -2.073
3.00 0.00 -1.84 0.00 9.684 0.000 -1.382
3.38 0.00 -1.84 0.00 9.684 0.000 -0.691
3.75 0.00 -1.84 0.00 9.684 0.000 0.000
9:1/8L-KEL FO 0.00 0.00 -0.58 0.00 0.597 0.000 -2.164
0.38 0.00 -0.58 0.00 0.597 0.000 -1.948
0.75 0.00 -0.58 0.00 0.597 0.000 -1.731
1.13 0.00 -0.58 0.00 0.597 0.000 -1.515
1.50 0.00 -0.58 0.00 0.597 0.000 -1.298
1.88 0.00 -0.58 0.00 0.597 0.000 -1.082
2.25 0.00 -0.58 0.00 0.597 0.000 -0.866
2.63 0.00 -0.58 0.00 0.597 0.000 -0.649
3.00 0.00 -0.58 0.00 0.597 0.000 -0.433
3.38 0.00 -0.58 0.00 0.597 0.000 -0.216
3.75 0.00 -0.58 0.00 0.597 0.000 0.000
10:1/4L-KEL F 0.00 0.00 -1.00 0.00 1.138 0.000 -3.731
0.38 0.00 -1.00 0.00 1.138 0.000 -3.358
0.75 0.00 -1.00 0.00 1.138 0.000 -2.985
1.13 0.00 -1.00 0.00 1.138 0.000 -2.612
1.50 0.00 -1.00 0.00 1.138 0.000 -2.239
1.88 0.00 -1.00 0.00 1.138 0.000 -1.866
2.25 0.00 -1.00 0.00 1.138 0.000 -1.493
2.63 0.00 -1.00 0.00 1.138 0.000 -1.119
3.00 0.00 -1.00 0.00 1.138 0.000 -0.746
3.38 0.00 -1.00 0.00 1.138 0.000 -0.373
3.75 0.00 -1.00 0.00 1.138 0.000 0.00011:3/8L-KEL F 0.00 0.00 -1.09 0.00 1.560 0.000 -4.099
0.38 0.00 -1.09 0.00 1.560 0.000 -3.689
0.75 0.00 -1.09 0.00 1.560 0.000 -3.279
1.13 0.00 -1.09 0.00 1.560 0.000 -2.869
1.50 0.00 -1.09 0.00 1.560 0.000 -2.459
1.88 0.00 -1.09 0.00 1.560 0.000 -2.049
2.25 0.00 -1.09 0.00 1.560 0.000 -1.639
2.63 0.00 -1.09 0.00 1.560 0.000 -1.230
3.00 0.00 -1.09 0.00 1.560 0.000 -0.820
3.38 0.00 -1.09 0.00 1.560 0.000 -0.410
3.75 0.00 -1.09 0.00 1.560 0.000 0.000
12:1/2L-KEL F 0.00 0.00 -0.75 0.00 1.784 0.000 -2.831
0.38 0.00 -0.75 0.00 1.784 0.000 -2.548
0.75 0.00 -0.75 0.00 1.784 0.000 -2.265
1.13 0.00 -0.75 0.00 1.784 0.000 -1.982
1.50 0.00 -0.75 0.00 1.784 0.000 -1.699
1.88 0.00 -0.75 0.00 1.784 0.000 -1.416
2.25 0.00 -0.75 0.00 1.784 0.000 -1.132
2.63 0.00 -0.75 0.00 1.784 0.000 -0.849
3.00 0.00 -0.75 0.00 1.784 0.000 -0.566
3.38 0.00 -0.75 0.00 1.784 0.000 -0.283
3.75 0.00 -0.75 0.00 1.784 0.000 0.000
-
8/10/2019 BridgeDesign Calculation
24/111
Job Information Engineer Checked Approved
Name:
Date: 24-Sep-06
Structure Type FLOOR
Number of Nodes 72 Highest Node 72
Number of Elements 127 Highest Beam 127
Number of Basic Load Cases 0
Number of Combination Load Cases 0
Included in this printout are data for:
Beams 9 to 16
Included in this printout are results for load cases:
Type L/C Name
Generation 1 LOAD GENERATION, LOAD #1, (1 of 121)Generation 2 LOAD GENERATION, LOAD #2, (2 of 121)
Generation 3 LOAD GENERATION, LOAD #3, (3 of 121)
Generation 4 LOAD GENERATION, LOAD #4, (4 of 121)
Generation 5 LOAD GENERATION, LOAD #5, (5 of 121)
Generation 6 LOAD GENERATION, LOAD #6, (6 of 121)
Generation 7 LOAD GENERATION, LOAD #7, (7 of 121)
Generation 8 LOAD GENERATION, LOAD #8, (8 of 121)
Generation 9 LOAD GENERATION, LOAD #9, (9 of 121)
Generation 10 LOAD GENERATION, LOAD #10, (10 of 1
Generation 11 LOAD GENERATION, LOAD #11, (11 of 1
Generation 12 LOAD GENERATION, LOAD #12, (12 of 1
Generation 13 LOAD GENERATION, LOAD #13, (13 of 1
Generation 14 LOAD GENERATION, LOAD #14, (14 of 1
Generation 15 LOAD GENERATION, LOAD #15, (15 of 1
Generation 16 LOAD GENERATION, LOAD #16, (16 of 1
Generation 17 LOAD GENERATION, LOAD #17, (17 of 1
Generation 18 LOAD GENERATION, LOAD #18, (18 of 1
Generation 19 LOAD GENERATION, LOAD #19, (19 of 1
Generation 20 LOAD GENERATION, LOAD #20, (20 of 1
Generation 21 LOAD GENERATION, LOAD #21, (21 of 1
Generation 22 LOAD GENERATION, LOAD #22, (22 of 1
Generation 23 LOAD GENERATION, LOAD #23, (23 of 1
Generation 24 LOAD GENERATION, LOAD #24, (24 of 1
Generation 25 LOAD GENERATION, LOAD #25, (25 of 1
Generation 26 LOAD GENERATION, LOAD #26, (26 of 1
Generation 27 LOAD GENERATION, LOAD #27, (27 of 1
Generation 28 LOAD GENERATION, LOAD #28, (28 of 1
Generation 29 LOAD GENERATION, LOAD #29, (29 of 1
Generation 30 LOAD GENERATION, LOAD #30, (30 of 1
Generation 31 LOAD GENERATION, LOAD #31, (31 of 1
Generation 32 LOAD GENERATION, LOAD #32, (32 of 1
Generation 33 LOAD GENERATION, LOAD #33, (33 of 1
Generation 34 LOAD GENERATION, LOAD #34, (34 of 1
Generation 35 LOAD GENERATION, LOAD #35, (35 of 1
Generation 36 LOAD GENERATION, LOAD #36, (36 of 1
Generation 37 LOAD GENERATION, LOAD #37, (37 of 1
-
8/10/2019 BridgeDesign Calculation
25/111
Job Information Cont...Type L/C Name
Generation 38 LOAD GENERATION, LOAD #38, (38 of 1
Generation 39 LOAD GENERATION, LOAD #39, (39 of 1
Generation 40 LOAD GENERATION, LOAD #40, (40 of 1
Generation 41 LOAD GENERATION, LOAD #41, (41 of 1
Generation 42 LOAD GENERATION, LOAD #42, (42 of 1
Generation 43 LOAD GENERATION, LOAD #43, (43 of 1
Generation 44 LOAD GENERATION, LOAD #44, (44 of 1
Generation 45 LOAD GENERATION, LOAD #45, (45 of 1
Generation 46 LOAD GENERATION, LOAD #46, (46 of 1
Generation 47 LOAD GENERATION, LOAD #47, (47 of 1
Generation 48 LOAD GENERATION, LOAD #48, (48 of 1
Generation 49 LOAD GENERATION, LOAD #49, (49 of 1
Generation 50 LOAD GENERATION, LOAD #50, (50 of 1
Generation 51 LOAD GENERATION, LOAD #51, (51 of 1
Generation 52 LOAD GENERATION, LOAD #52, (52 of 1
Generation 53 LOAD GENERATION, LOAD #53, (53 of 1
Generation 54 LOAD GENERATION, LOAD #54, (54 of 1
Generation 55 LOAD GENERATION, LOAD #55, (55 of 1
Generation 56 LOAD GENERATION, LOAD #56, (56 of 1
Generation 57 LOAD GENERATION, LOAD #57, (57 of 1
Generation 58 LOAD GENERATION, LOAD #58, (58 of 1
Generation 59 LOAD GENERATION, LOAD #59, (59 of 1
Generation 60 LOAD GENERATION, LOAD #60, (60 of 1
Generation 61 LOAD GENERATION, LOAD #61, (61 of 1
Generation 62 LOAD GENERATION, LOAD #62, (62 of 1
Generation 63 LOAD GENERATION, LOAD #63, (63 of 1
Generation 64 LOAD GENERATION, LOAD #64, (64 of 1
Generation 65 LOAD GENERATION, LOAD #65, (65 of 1
Generation 66 LOAD GENERATION, LOAD #66, (66 of 1
Generation 67 LOAD GENERATION, LOAD #67, (67 of 1Generation 68 LOAD GENERATION, LOAD #68, (68 of 1
Generation 69 LOAD GENERATION, LOAD #69, (69 of 1
Generation 70 LOAD GENERATION, LOAD #70, (70 of 1
Generation 71 LOAD GENERATION, LOAD #71, (71 of 1
Generation 72 LOAD GENERATION, LOAD #72, (72 of 1
Generation 73 LOAD GENERATION, LOAD #73, (73 of 1
Generation 74 LOAD GENERATION, LOAD #74, (74 of 1
Generation 75 LOAD GENERATION, LOAD #75, (75 of 1
Generation 76 LOAD GENERATION, LOAD #76, (76 of 1
Generation 77 LOAD GENERATION, LOAD #77, (77 of 1
Generation 78 LOAD GENERATION, LOAD #78, (78 of 1
Generation 79 LOAD GENERATION, LOAD #79, (79 of 1
Generation 80 LOAD GENERATION, LOAD #80, (80 of 1
Generation 81 LOAD GENERATION, LOAD #81, (81 of 1
Generation 82 LOAD GENERATION, LOAD #82, (82 of 1
Generation 83 LOAD GENERATION, LOAD #83, (83 of 1
Generation 84 LOAD GENERATION, LOAD #84, (84 of 1
Generation 85 LOAD GENERATION, LOAD #85, (85 of 1
Generation 86 LOAD GENERATION, LOAD #86, (86 of 1
Generation 87 LOAD GENERATION, LOAD #87, (87 of 1
Generation 88 LOAD GENERATION, LOAD #88, (88 of 1
Generation 89 LOAD GENERATION, LOAD #89, (89 of 1
Generation 90 LOAD GENERATION, LOAD #90, (90 of 1
Generation 91 LOAD GENERATION, LOAD #91, (91 of 1
-
8/10/2019 BridgeDesign Calculation
26/111
Job Information Cont...Type L/C Name
Generation 92 LOAD GENERATION, LOAD #92, (92 of 1
Generation 93 LOAD GENERATION, LOAD #93, (93 of 1
Generation 94 LOAD GENERATION, LOAD #94, (94 of 1
Generation 95 LOAD GENERATION, LOAD #95, (95 of 1
Generation 96 LOAD GENERATION, LOAD #96, (96 of 1
Generation 97 LOAD GENERATION, LOAD #97, (97 of 1
Generation 98 LOAD GENERATION, LOAD #98, (98 of 1
Generation 99 LOAD GENERATION, LOAD #99, (99 of 1
Generation 100 LOAD GENERATION, LOAD #100, (100 o
Generation 101 LOAD GENERATION, LOAD #101, (101 o
Generation 102 LOAD GENERATION, LOAD #102, (102 o
Generation 103 LOAD GENERATION, LOAD #103, (103 o
Generation 104 LOAD GENERATION, LOAD #104, (104 o
Generation 105 LOAD GENERATION, LOAD #105, (105 o
Generation 106 LOAD GENERATION, LOAD #106, (106 o
Generation 107 LOAD GENERATION, LOAD #107, (107 o
Generation 108 LOAD GENERATION, LOAD #108, (108 o
Generation 109 LOAD GENERATION, LOAD #109, (109 o
Generation 110 LOAD GENERATION, LOAD #110, (110 o
Generation 111 LOAD GENERATION, LOAD #111, (111 o
Generation 112 LOAD GENERATION, LOAD #112, (112 o
Generation 113 LOAD GENERATION, LOAD #113, (113 o
Generation 114 LOAD GENERATION, LOAD #114, (114 o
Generation 115 LOAD GENERATION, LOAD #115, (115 o
Generation 116 LOAD GENERATION, LOAD #116, (116 o
Generation 117 LOAD GENERATION, LOAD #117, (117 o
Generation 118 LOAD GENERATION, LOAD #118, (118 o
Generation 119 LOAD GENERATION, LOAD #119, (119 o
Generation 120 LOAD GENERATION, LOAD #120, (120 o
Generation 121 LOAD GENERATION, LOAD #121, (121 o
NodesThere is no data of this type.
BeamsBeam Node A Node B Length
(m)
Property
(degrees)
9 10 11 3.75 4 0
10 11 12 3.75 4 0
11 12 13 3.75 4 0
12 13 14 3.75 4 0
13 14 15 3.75 4 0
14 15 16 3.75 4 0
15 16 17 3.75 4 0
16 17 18 3.75 4 0
-
8/10/2019 BridgeDesign Calculation
27/111
Section PropertiesProp Section Area
(cm2)
Iyy
(cm4)
Izz
(cm4)
J
(cm4)
Material
1 Rect 0.20x1.00 2E 3 1.67E 6 66.7E 3 233E 3 CONCRETE
2 Rect 1.60x0.70 11.2E 3 4.57E 6 23.9E 6 13.3E 6 CONCRETE
3 Rect 0.20x1.00 2E 3 1.67E 6 66.7E 3 233E 3 CONCRETE
4 Prismatic General 8.08E 3 6.4E 6 31.6E 6 200E 3 CONCRETE
MaterialsMat Name E
(kN/mm2)
Density
(kg/m3)
(1/K)
1 STEEL 205.000 0.300 7.83E 3 12E -6
2 ALUMINUM 68.948 0.330 2.71E 3 23E -6
3 CONCRETE 21.718 0.170 2.4E 3 10E -6
SupportsThere is no data of this type.
ReleasesBeam ends not shown in this table are fixed in all directions.
Beam Node x y z rx ry rz
9 10 Fixed Fixed Fixed Fixed Fixed Pin
16 18 Fixed Fixed Fixed Fixed Fixed Pin
Basic Load CasesThere is no data of this type.
Moving Load Defini tion : Type 20Width
(m)
-
Force
(kN)
Distance
(m)
2.50 -
2.50 1.80
2.50 6.00
2.50 1.80
Moving Load Defini tion : Type 21Width
(m)
-
-
8/10/2019 BridgeDesign Calculation
28/111
Force
(kN)
Distance
(m)
2.50 -
2.50 1.80
2.50 6.00
2.50 1.80
Moving Load Defini tion : Type 22Width
(m)
-
Force
(kN)
Distance
(m)
2.50 -
2.50 1.80
2.50 6.00
2.50 1.80
Moving Load Defini tion : Type 23Width
(m)
-
Force
(kN)
Distance
(m)
2.50 -
2.50 1.80
2.50 6.00
2.50 1.80
Moving Loads: Loads 1 to 121
Initial Position Increment
Type X
(m)
Y
(m)
Z
(m)
X
(m)
Y
(m)
Z
(m)
Range
(m)
20 0.00 0.00 1.30 0.25 - - -
21 0.00 0.00 2.30 0.25 - - -
22 0.00 0.00 3.30 0.25 - - -
23 0.00 0.00 4.30 0.25 - - -
-
8/10/2019 BridgeDesign Calculation
29/111
-
8/10/2019 BridgeDesign Calculation
30/111
Beam End Forces Cont...
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
24:LOAD GEN 0.00 9.92 0.00 0.322 0.000 0.000
25:LOAD GEN 0.00 9.80 0.00 0.322 0.000 0.000
26:LOAD GEN 0.00 9.67 0.00 0.321 0.000 0.000
27:LOAD GEN 0.00 9.54 0.00 0.320 0.000 0.000
28:LOAD GEN 0.00 9.42 0.00 0.320 0.000 0.000
29:LOAD GEN 0.00 9.29 0.00 0.319 0.000 0.000
30:LOAD GEN 0.00 9.16 0.00 0.318 0.000 0.000
31:LOAD GEN 0.00 8.96 0.00 0.291 0.000 0.000
32:LOAD GEN 0.00 8.91 0.00 0.317 0.000 0.000
33:LOAD GEN 0.00 8.79 0.00 0.317 0.000 0.000
34:LOAD GEN 0.00 8.66 0.00 0.316 0.000 0.000
35:LOAD GEN 0.00 8.53 0.00 0.315 0.000 0.000
36:LOAD GEN 0.00 8.40 0.00 0.314 0.000 0.000
37:LOAD GEN 0.00 8.28 0.00 0.313 0.000 0.000
38:LOAD GEN 0.00 8.15 0.00 0.312 0.000 0.000
39:LOAD GEN 0.00 8.02 0.00 0.311 0.000 0.000
40:LOAD GEN 0.00 7.90 0.00 0.310 0.000 0.000
41:LOAD GEN 0.00 7.77 0.00 0.308 0.000 0.000
42:LOAD GEN 0.00 7.64 0.00 0.307 0.000 0.000
43:LOAD GEN 0.00 7.52 0.00 0.305 0.000 0.000
44:LOAD GEN 0.00 7.39 0.00 0.303 0.000 0.000
45:LOAD GEN 0.00 7.26 0.00 0.301 0.000 0.000
46:LOAD GEN 0.00 7.11 0.00 0.281 0.000 0.000
47:LOAD GEN 0.00 7.01 0.00 0.297 0.000 0.000
48:LOAD GEN 0.00 6.88 0.00 0.295 0.000 0.000
49:LOAD GEN 0.00 6.75 0.00 0.292 0.000 0.000
50:LOAD GEN 0.00 6.63 0.00 0.289 0.000 0.000
51:LOAD GEN 0.00 6.50 0.00 0.287 0.000 0.000
52:LOAD GEN 0.00 6.37 0.00 0.284 0.000 0.00053:LOAD GEN 0.00 6.24 0.00 0.281 0.000 0.000
54:LOAD GEN 0.00 6.12 0.00 0.277 0.000 0.000
55:LOAD GEN 0.00 5.99 0.00 0.274 0.000 0.000
56:LOAD GEN 0.00 5.86 0.00 0.271 0.000 0.000
57:LOAD GEN 0.00 5.73 0.00 0.267 0.000 0.000
58:LOAD GEN 0.00 5.60 0.00 0.263 0.000 0.000
59:LOAD GEN 0.00 5.48 0.00 0.259 0.000 0.000
60:LOAD GEN 0.00 5.35 0.00 0.255 0.000 0.000
61:LOAD GEN 0.00 5.22 0.00 0.239 0.000 0.000
62:LOAD GEN 0.00 5.09 0.00 0.247 0.000 0.000
63:LOAD GEN 0.00 4.97 0.00 0.242 0.000 0.000
64:LOAD GEN 0.00 4.84 0.00 0.238 0.000 0.000
65:LOAD GEN 0.00 4.71 0.00 0.233 0.000 0.000
66:LOAD GEN 0.00 4.58 0.00 0.228 0.000 0.000
67:LOAD GEN 0.00 4.45 0.00 0.223 0.000 0.000
68:LOAD GEN 0.00 4.33 0.00 0.218 0.000 0.000
69:LOAD GEN 0.00 4.20 0.00 0.213 0.000 0.000
70:LOAD GEN 0.00 4.07 0.00 0.208 0.000 0.000
71:LOAD GEN 0.00 3.94 0.00 0.203 0.000 0.000
72:LOAD GEN 0.00 3.81 0.00 0.197 0.000 0.000
73:LOAD GEN 0.00 3.69 0.00 0.192 0.000 0.000
74:LOAD GEN 0.00 3.56 0.00 0.186 0.000 0.000
75:LOAD GEN 0.00 3.43 0.00 0.180 0.000 0.000
76:LOAD GEN 0.00 3.31 0.00 0.167 0.000 0.000
-
8/10/2019 BridgeDesign Calculation
31/111
Beam End Forces Cont...
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
77:LOAD GEN 0.00 3.18 0.00 0.168 0.000 0.000
78:LOAD GEN 0.00 3.05 0.00 0.162 0.000 0.000
79:LOAD GEN 0.00 2.92 0.00 0.156 0.000 0.000
80:LOAD GEN 0.00 2.79 0.00 0.150 0.000 0.000
81:LOAD GEN 0.00 2.66 0.00 0.144 0.000 0.000
82:LOAD GEN 0.00 2.53 0.00 0.137 0.000 0.000
83:LOAD GEN 0.00 2.42 0.00 0.131 0.000 0.000
84:LOAD GEN 0.00 2.32 0.00 0.127 0.000 0.000
85:LOAD GEN 0.00 2.23 0.00 0.122 0.000 0.000
86:LOAD GEN 0.00 2.13 0.00 0.117 0.000 0.000
87:LOAD GEN 0.00 2.04 0.00 0.112 0.000 0.000
88:LOAD GEN 0.00 1.94 0.00 0.107 0.000 0.000
89:LOAD GEN 0.00 1.84 0.00 0.103 0.000 0.000
90:LOAD GEN 0.00 1.75 0.00 0.098 0.000 0.000
91:LOAD GEN 0.00 1.69 0.00 0.091 0.000 0.000
92:LOAD GEN 0.00 1.63 0.00 0.092 0.000 0.000
93:LOAD GEN 0.00 1.56 0.00 0.088 0.000 0.000
94:LOAD GEN 0.00 1.50 0.00 0.085 0.000 0.000
95:LOAD GEN 0.00 1.43 0.00 0.082 0.000 0.000
96:LOAD GEN 0.00 1.37 0.00 0.079 0.000 0.000
97:LOAD GEN 0.00 1.30 0.00 0.075 0.000 0.000
98:LOAD GEN 0.00 1.24 0.00 0.072 0.000 0.000
99:LOAD GEN 0.00 1.18 0.00 0.068 0.000 0.000
100:LOAD GE 0.00 1.11 0.00 0.065 0.000 0.000
101:LOAD GE 0.00 1.05 0.00 0.061 0.000 0.000
102:LOAD GE 0.00 0.99 0.00 0.058 0.000 0.000
103:LOAD GE 0.00 0.92 0.00 0.054 0.000 0.000
104:LOAD GE 0.00 0.86 0.00 0.051 0.000 0.000
105:LOAD GE 0.00 0.79 0.00 0.047 0.000 0.000106:LOAD GE 0.00 0.73 0.00 0.042 0.000 0.000
107:LOAD GE 0.00 0.67 0.00 0.040 0.000 0.000
108:LOAD GE 0.00 0.60 0.00 0.036 0.000 0.000
109:LOAD GE 0.00 0.54 0.00 0.032 0.000 0.000
110:LOAD GE 0.00 0.47 0.00 0.029 0.000 0.000
111:LOAD GE 0.00 0.41 0.00 0.025 0.000 0.000
112:LOAD GE 0.00 0.35 0.00 0.021 0.000 0.000
113:LOAD GE 0.00 0.28 0.00 0.017 0.000 0.000
114:LOAD GE 0.00 0.22 0.00 0.014 0.000 0.000
115:LOAD GE 0.00 0.19 0.00 0.012 0.000 0.000
116:LOAD GE 0.00 0.16 0.00 0.010 0.000 0.000
117:LOAD GE 0.00 0.13 0.00 0.008 0.000 0.000
118:LOAD GE 0.00 0.10 0.00 0.006 0.000 0.000
119:LOAD GE 0.00 0.06 0.00 0.004 0.000 0.000
120:LOAD GE 0.00 0.03 0.00 0.002 0.000 0.000
121:LOAD GE 0.00 0.00 0.00 0.000 0.000 0.000
11 1:LOAD GENE 0.00 -5.51 0.00 -0.202 0.000 26.499
2:LOAD GENE 0.00 -5.47 0.00 -0.214 0.000 27.954
3:LOAD GENE 0.00 -5.42 0.00 -0.226 0.000 29.398
4:LOAD GENE 0.00 -5.37 0.00 -0.237 0.000 30.829
5:LOAD GENE 0.00 -5.32 0.00 -0.248 0.000 32.246
6:LOAD GENE 0.00 -5.26 0.00 -0.258 0.000 33.646
7:LOAD GENE 0.00 -5.20 0.00 -0.268 0.000 35.029
8:LOAD GENE 0.00 -5.13 0.00 -0.276 0.000 36.392
-
8/10/2019 BridgeDesign Calculation
32/111
Beam End Forces Cont...
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
9:LOAD GENE 0.00 -8.29 0.00 -0.284 0.000 37.570
10:LOAD GEN 0.00 -8.21 0.00 -0.292 0.000 38.082
11:LOAD GEN 0.00 -8.13 0.00 -0.298 0.000 38.576
12:LOAD GEN 0.00 -8.04 0.00 -0.304 0.000 39.052
13:LOAD GEN 0.00 -7.95 0.00 -0.309 0.000 39.511
14:LOAD GEN 0.00 -7.85 0.00 -0.313 0.000 39.953
15:LOAD GEN 0.00 -7.74 0.00 -0.316 0.000 40.377
16:LOAD GEN 0.00 -10.75 0.00 -0.283 0.000 40.322
17:LOAD GEN 0.00 -10.76 0.00 -0.320 0.000 40.360
18:LOAD GEN 0.00 -10.65 0.00 -0.322 0.000 39.928
19:LOAD GEN 0.00 -10.53 0.00 -0.323 0.000 39.488
20:LOAD GEN 0.00 -10.41 0.00 -0.323 0.000 39.040
21:LOAD GEN 0.00 -10.29 0.00 -0.323 0.000 38.586
22:LOAD GEN 0.00 -10.17 0.00 -0.323 0.000 38.128
23:LOAD GEN 0.00 -10.04 0.00 -0.323 0.000 37.667
24:LOAD GEN 0.00 -9.92 0.00 -0.322 0.000 37.203
25:LOAD GEN 0.00 -9.80 0.00 -0.322 0.000 36.735
26:LOAD GEN 0.00 -9.67 0.00 -0.321 0.000 36.265
27:LOAD GEN 0.00 -9.54 0.00 -0.320 0.000 35.792
28:LOAD GEN 0.00 -9.42 0.00 -0.320 0.000 35.318
29:LOAD GEN 0.00 -9.29 0.00 -0.319 0.000 34.843
30:LOAD GEN 0.00 -9.16 0.00 -0.318 0.000 34.369
31:LOAD GEN 0.00 -8.96 0.00 -0.291 0.000 33.617
32:LOAD GEN 0.00 -8.91 0.00 -0.317 0.000 33.421
33:LOAD GEN 0.00 -8.79 0.00 -0.317 0.000 32.946
34:LOAD GEN 0.00 -8.66 0.00 -0.316 0.000 32.470
35:LOAD GEN 0.00 -8.53 0.00 -0.315 0.000 31.993
36:LOAD GEN 0.00 -8.40 0.00 -0.314 0.000 31.516
37:LOAD GEN 0.00 -8.28 0.00 -0.313 0.000 31.04038:LOAD GEN 0.00 -8.15 0.00 -0.312 0.000 30.564
39:LOAD GEN 0.00 -8.02 0.00 -0.311 0.000 30.089
40:LOAD GEN 0.00 -7.90 0.00 -0.310 0.000 29.613
41:LOAD GEN 0.00 -7.77 0.00 -0.308 0.000 29.136
42:LOAD GEN 0.00 -7.64 0.00 -0.307 0.000 28.660
43:LOAD GEN 0.00 -7.52 0.00 -0.305 0.000 28.183
44:LOAD GEN 0.00 -7.39 0.00 -0.303 0.000 27.706
45:LOAD GEN 0.00 -7.26 0.00 -0.301 0.000 27.230
46:LOAD GEN 0.00 -7.11 0.00 -0.281 0.000 26.667
47:LOAD GEN 0.00 -7.01 0.00 -0.297 0.000 26.278
48:LOAD GEN 0.00 -6.88 0.00 -0.295 0.000 25.801
49:LOAD GEN 0.00 -6.75 0.00 -0.292 0.000 25.323
50:LOAD GEN 0.00 -6.63 0.00 -0.289 0.000 24.845
51:LOAD GEN 0.00 -6.50 0.00 -0.287 0.000 24.366
52:LOAD GEN 0.00 -6.37 0.00 -0.284 0.000 23.888
53:LOAD GEN 0.00 -6.24 0.00 -0.281 0.000 23.410
54:LOAD GEN 0.00 -6.12 0.00 -0.277 0.000 22.932
55:LOAD GEN 0.00 -5.99 0.00 -0.274 0.000 22.454
56:LOAD GEN 0.00 -5.86 0.00 -0.271 0.000 21.975
57:LOAD GEN 0.00 -5.73 0.00 -0.267 0.000 21.496
58:LOAD GEN 0.00 -5.60 0.00 -0.263 0.000 21.017
59:LOAD GEN 0.00 -5.48 0.00 -0.259 0.000 20.538
60:LOAD GEN 0.00 -5.35 0.00 -0.255 0.000 20.059
61:LOAD GEN 0.00 -5.22 0.00 -0.239 0.000 19.576
-
8/10/2019 BridgeDesign Calculation
33/111
Beam End Forces Cont...
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
62:LOAD GEN 0.00 -5.09 0.00 -0.247 0.000 19.102
63:LOAD GEN 0.00 -4.97 0.00 -0.242 0.000 18.623
64:LOAD GEN 0.00 -4.84 0.00 -0.238 0.000 18.144
65:LOAD GEN 0.00 -4.71 0.00 -0.233 0.000 17.664
66:LOAD GEN 0.00 -4.58 0.00 -0.228 0.000 17.184
67:LOAD GEN 0.00 -4.45 0.00 -0.223 0.000 16.704
68:LOAD GEN 0.00 -4.33 0.00 -0.218 0.000 16.224
69:LOAD GEN 0.00 -4.20 0.00 -0.213 0.000 15.745
70:LOAD GEN 0.00 -4.07 0.00 -0.208 0.000 15.266
71:LOAD GEN 0.00 -3.94 0.00 -0.203 0.000 14.786
72:LOAD GEN 0.00 -3.81 0.00 -0.197 0.000 14.306
73:LOAD GEN 0.00 -3.69 0.00 -0.192 0.000 13.826
74:LOAD GEN 0.00 -3.56 0.00 -0.186 0.000 13.346
75:LOAD GEN 0.00 -3.43 0.00 -0.180 0.000 12.866
76:LOAD GEN 0.00 -3.31 0.00 -0.167 0.000 12.407
77:LOAD GEN 0.00 -3.18 0.00 -0.168 0.000 11.907
78:LOAD GEN 0.00 -3.05 0.00 -0.162 0.000 11.427
79:LOAD GEN 0.00 -2.92 0.00 -0.156 0.000 10.947
80:LOAD GEN 0.00 -2.79 0.00 -0.150 0.000 10.467
81:LOAD GEN 0.00 -2.66 0.00 -0.144 0.000 9.986
82:LOAD GEN 0.00 -2.53 0.00 -0.137 0.000 9.506
83:LOAD GEN 0.00 -2.42 0.00 -0.131 0.000 9.073
84:LOAD GEN 0.00 -2.32 0.00 -0.127 0.000 8.713
85:LOAD GEN 0.00 -2.23 0.00 -0.122 0.000 8.353
86:LOAD GEN 0.00 -2.13 0.00 -0.117 0.000 7.992
87:LOAD GEN 0.00 -2.04 0.00 -0.112 0.000 7.632
88:LOAD GEN 0.00 -1.94 0.00 -0.107 0.000 7.271
89:LOAD GEN 0.00 -1.84 0.00 -0.103 0.000 6.910
90:LOAD GEN 0.00 -1.75 0.00 -0.098 0.000 6.57491:LOAD GEN 0.00 -1.69 0.00 -0.091 0.000 6.353
92:LOAD GEN 0.00 -1.63 0.00 -0.092 0.000 6.094
93:LOAD GEN 0.00 -1.56 0.00 -0.088 0.000 5.854
94:LOAD GEN 0.00 -1.50 0.00 -0.085 0.000 5.614
95:LOAD GEN 0.00 -1.43 0.00 -0.082 0.000 5.374
96:LOAD GEN 0.00 -1.37 0.00 -0.079 0.000 5.134
97:LOAD GEN 0.00 -1.30 0.00 -0.075 0.000 4.893
98:LOAD GEN 0.00 -1.24 0.00 -0.072 0.000 4.654
99:LOAD GEN 0.00 -1.18 0.00 -0.068 0.000 4.414
100:LOAD GE 0.00 -1.11 0.00 -0.065 0.000 4.174
101:LOAD GE 0.00 -1.05 0.00 -0.061 0.000 3.934
102:LOAD GE 0.00 -0.99 0.00 -0.058 0.000 3.694
103:LOAD GE 0.00 -0.92 0.00 -0.054 0.000 3.455
104:LOAD GE 0.00 -0.86 0.00 -0.051 0.000 3.215
105:LOAD GE 0.00 -0.79 0.00 -0.047 0.000 2.975
106:LOAD GE 0.00 -0.73 0.00 -0.042 0.000 2.746
107:LOAD GE 0.00 -0.67 0.00 -0.040 0.000 2.496
108:LOAD GE 0.00 -0.60 0.00 -0.036 0.000 2.257
109:LOAD GE 0.00 -0.54 0.00 -0.032 0.000 2.017
110:LOAD GE 0.00 -0.47 0.00 -0.029 0.000 1.777
111:LOAD GE 0.00 -0.41 0.00 -0.025 0.000 1.537
112:LOAD GE 0.00 -0.35 0.00 -0.021 0.000 1.297
113:LOAD GE 0.00 -0.28 0.00 -0.017 0.000 1.057
114:LOAD GE 0.00 -0.22 0.00 -0.014 0.000 0.841
-
8/10/2019 BridgeDesign Calculation
34/111
Beam End Forces Cont...
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
115:LOAD GE 0.00 -0.19 0.00 -0.012 0.000 0.721
116:LOAD GE 0.00 -0.16 0.00 -0.010 0.000 0.601
117:LOAD GE 0.00 -0.13 0.00 -0.008 0.000 0.481
118:LOAD GE 0.00 -0.10 0.00 -0.006 0.000 0.360
119:LOAD GE 0.00 -0.06 0.00 -0.004 0.000 0.240
120:LOAD GE 0.00 -0.03 0.00 -0.002 0.000 0.120
121:LOAD GE 0.00 -0.00 0.00 -0.000 0.000 0.000
10 11 1:LOAD GENE 0.00 5.11 0.00 0.150 0.000 -26.386
2:LOAD GENE 0.00 5.00 0.00 0.150 0.000 -27.814
3:LOAD GENE 0.00 4.88 0.00 0.150 0.000 -29.234
4:LOAD GENE 0.00 4.77 0.00 0.150 0.000 -30.647
5:LOAD GENE 0.00 4.66 0.00 0.150 0.000 -32.053
6:LOAD GENE 0.00 4.54 0.00 0.150 0.000 -33.449
7:LOAD GENE 0.00 4.43 0.00 0.151 0.000 -34.834
8:LOAD GENE 0.00 4.32 0.00 0.152 0.000 -36.209
9:LOAD GENE 0.00 7.45 0.00 0.154 0.000 -37.407
10:LOAD GEN 0.00 7.35 0.00 0.156 0.000 -37.939
11:LOAD GEN 0.00 7.25 0.00 0.160 0.000 -38.453
12:LOAD GEN 0.00 7.16 0.00 0.164 0.000 -38.948
13:LOAD GEN 0.00 7.07 0.00 0.169 0.000 -39.426
14:LOAD GEN 0.00 6.99 0.00 0.176 0.000 -39.888
15:LOAD GEN 0.00 6.91 0.00 0.182 0.000 -40.333
16:LOAD GEN 0.00 6.87 0.00 0.199 0.000 -40.305
17:LOAD GEN 0.00 10.00 0.00 0.198 0.000 -40.363
18:LOAD GEN 0.00 9.93 0.00 0.207 0.000 -39.945
19:LOAD GEN 0.00 9.86 0.00 0.216 0.000 -39.512
20:LOAD GEN 0.00 9.79 0.00 0.225 0.000 -39.066
21:LOAD GEN 0.00 9.73 0.00 0.234 0.000 -38.610
22:LOAD GEN 0.00 9.66 0.00 0.243 0.000 -38.14523:LOAD GEN 0.00 9.59 0.00 0.251 0.000 -37.676
24:LOAD GEN 0.00 9.52 0.00 0.258 0.000 -37.202
25:LOAD GEN 0.00 9.44 0.00 0.265 0.000 -36.724
26:LOAD GEN 0.00 9.36 0.00 0.271 0.000 -36.242
27:LOAD GEN 0.00 9.27 0.00 0.276 0.000 -35.757
28:LOAD GEN 0.00 9.18 0.00 0.281 0.000 -35.270
29:LOAD GEN 0.00 9.09 0.00 0.284 0.000 -34.784
30:LOAD GEN 0.00 8.99 0.00 0.287 0.000 -34.299
31:LOAD GEN 0.00 8.83 0.00 0.263 0.000 -33.513
32:LOAD GEN 0.00 8.77 0.00 0.289 0.000 -33.336
33:LOAD GEN 0.00 8.66