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Bridges & Structures

Appendix A - Computer Program Results

Section A4 - Opis Output - Noncomposite Effects

-Girder


Span Location
(ft.)
%Span Moment
(k-ft)
Shear
(k)
Axial
(k)
Reaction
(k)
1 0 0 0 62.16 0 62.16
1 1.75 1.6 107.06 60.18 0  
1 10.0 9.1 565.12 50.86 0  
1 11.0 10 615.44 49.73 0  
1 12.5 11.4 688.73 48.03 0  
1 22.0 20 1094.06 37.3 0  
1 24.5 22.3 1183.75 34.47 0  
1 33.0 30 1435.93 24.86 0  
1 44.0 40 1641.06 12.43 0  
1 55.0 50 1709.44 0 0  
1 66.0 60 1641.07 -12.43 0  
1 77.0 70 1435.93 -24.86 0  
1 85.5 77.7 1183.76 -34.47 0  
1 88.0 80 1094.07 -37.3 0  
1 97.5 88.6 688.75 -48.03 0  
1 99.0 90 615.45 -49.73 0  
1 100.0 90.9 565.13 -50.86 0  
1 108.25 98.4 107.08 -60.18 0  
1 110.0 100 0 -62.16 0 124.32
2 0 0 0 62.16 0 124.32
2 1.75 1.6 107.08 60.18 0  
2 10.0 9.1 565.14 50.86 0  
2 11.0 10 615.45 49.73 0  
2 12.5 11.4 688.75 48.03 0  
2 22.0 20 1094.07 37.3 0  
2 24.5 22.3 1183.77 34.47 0  
2 33.0 30 1435.94 24.86 0  
2 44.0 40 1641.07 12.43 0  
2 55.0 50 1709.45 0 0  
2 66.0 60 1641.08 -12.43 0  
2 77.0 70 1435.94 -24.86 0  
2 85.5 77.7 1183.77 -34.47 0  
2 88.0 80 1094.07 -37.3 0  
2 97.5 88.6 688.75 -48.03 0  
2 99.0 90 615.45 -49.73 0  
2 100.0 90.9 565.14 -50.86 0  
2 108.25 98.4 107.09 -60.18 0  
2 110.0 100 0 -62.16 0 62.16

-Slab


Span Location
(ft.)
%Span Moment
(k-ft)
Shear
(k)
Axial
(k)
Reaction
(k)
1 0 0 0 53.17 0 53.17
1 1.75 1.6 91.57 51.48 0  
1 10.0 9.1 483.36 43.5 0  
1 11.0 10 526.4 42.53 0  
1 12.5 11.4 589.09 41.08 0  
1 22.0 20 935.78 31.9 0  
1 24.5 22.3 1012.5 29.48 0  
1 33.0 30 1228.19 21.27 0  
1 44.0 40 1403.65 10.63 0  
1 55.0 50 1462.14 0 0  
1 66.0 60 1403.65 -10.63 0  
1 77.0 70 1228.2 -21.27 0  
1 85.5 77.7 1012.51 -29.48 0  
1 88.0 80 935.79 -31.9 0  
1 97.5 88.6 589.1 -41.08 0  
1 99.0 90 526.41 -42.53 0  
1 100.0 90.9 483.38 -43.5 0  
1 108.25 98.4 91.59 -51.48 0  
1 110.0 100 0 -53.17 0 106.34
2 0 0 0 53.17 0 106.34
2 1.75 1.6 91.59 51.48 0  
2 10.0 9.1 483.38 43.5 0  
2 11.0 10 526.41 42.53 0  
2 12.5 11.4 589.11 41.08 0  
2 22.0 20 935.79 31.9 0  
2 24.5 22.3 1012.51 29.48 0  
2 33.0 30 1228.2 21.27 0  
2 44.0 40 1403.66 10.63 0  
2 55.0 50 1462.14 0 0  
2 66.0 60 1403.66 -10.63 0  
2 77.0 70 1228.2 -21.27 0  
2 85.5 77.7 1012.51 -29.48 0  
2 88.0 80 935.79 -31.9 0  
2 97.5 88.6 589.11 -41.08 0  
2 99.0 90 526.41 -42.53 0  
2 100.0 90.9 483.38 -43.5 0  
2 108.25 98.4 91.59 -51.48 0  
2 110.0 100 0 -53.17 0 53.17

-Haunch


Span Location
(ft.)
%Span Moment
(k-ft)
Shear
(k)
Axial
(k)
Reaction
(k)
1 0 0 0 12.18 0 12.18
1 1.75 1.6 21.05 11.87 0  
1 10.0 9.1 113.05 10.43 0  
1 11.0 10 123.39 10.25 0  
1 12.5 11.4 138.57 9.99 0  
1 22.0 20 225.6 8.33 0  
1 24.5 22.3 245.87 7.89 0  
1 33.0 30 306.63 6.4 0  
1 44.0 40 366.49 4.48 0  
1 55.0 50 402.65 -2.51 0  
1 66.0 60 364.47 -4.43 0  
1 77.0 70 305.11 -6.36 0  
1 85.5 77.7 244.75 -7.85 0  
1 88.0 80 224.59 -8.28 0  
1 97.5 88.6 138 -9.95 0  
1 99.0 90 122.89 -10.21 0  
1 100.0 90.9 112.59 -10.38 0  
1 108.25 98.4 20.97 -11.83 0  
1 110.0 100 0 -12.13 0 24.29
2 0 0 0 12.15 0 24.29
2 1.75 1.6 21.01 11.85 0  
2 10.0 9.1 112.8 10.4 0  
2 11.0 10 123.13 10.23 0  
2 12.5 11.4 138.27 9.97 0  
2 22.0 20 225.06 8.3 0  
2 24.5 22.3 245.27 7.87 0  
2 33.0 30 305.82 6.38 0  
2 44.0 40 365.42 4.45 0  
2 55.0 50 403.83 -2.53 0  
2 66.0 60 365.42 -4.45 0  
2 77.0 70 305.83 -6.38 0  
2 85.5 77.7 245.27 -7.87 0  
2 88.0 80 225.06 -8.3 0  
2 97.5 88.6 138.27 -9.97 0  
2 99.0 90 123.13 -10.23 0  
2 100.0 90.9 112.81 -10.4 0  
2 108.25 98.4 21.01 -11.85 0  
2 110.0 100 0 -12.15 0 12.15

-Prestress Loads


Span Location
(ft.)
%Span Moment
(k-ft)
Shear
(k)
Axial
(k)
Reaction
(k)
1 0 0 -683.1 0.02 -264.38 0.02
1 1.75 1.6 -1986.69 0.02 -768.91  
1 10.0 9.1 -2057.51 0.02 -796.33  
1 11.0 10 -2187.89 0.02 -844.25  
1 12.5 11.4 -2374.03 0.02 -912.66  
1 22.0 20 -2449.38 0.02 -941.51  
1 24.5 22.3 -2743.38 0.02 -1048.38  
1 33.0 30 -2796.01 0.02 -1069.07  
1 44.0 40 -2838.12 0.02 -1085.66  
1 55.0 50 -2850.72 0.02 -1090.7  
1 66.0 60 -2830.88 0.02 -1083.03  
1 77.0 70 -2781.69 0.02 -1063.87  
1 85.5 77.7 -2723.58 0.02 -1041.19  
1 88 80 -2430.89 0.02 -934.81  
1 97.5 88.6 -2352.53 0.02 -904.06  
1 99.0 90 -2166.55 0.02 -836.21  
1 100.0 90.9 -2036.39 0.02 -788.69  
1 108.25 98.4 -1963.5 0.02 -759.88  
1 110.0 100 -675.87 0.02 -261.58 -7.24
2 0 0 117.17 -7.22 -261.58 -7.24
2 1.75 1.6 -1183.04 -7.22 -759.88  
2 10.0 9.1 -1315.27 -7.22 -788.7  
2 11.0 10 -1452.63 -7.22 -836.21  
2 12.5 11.4 -1649.4 -7.22 -904.06  
2 22.0 20 -1796.11 -7.22 -934.82  
2 24.5 22.3 -2106.79 -7.22 -1041.2  
2 33.0 30 -2226.04 -7.22 -1063.89  
2 44.0 40 -2354.37 -7.22 -1083.05  
2 55.0 50 -2453.34 -7.22 -1090.73  
2 66.0 60 -2519.72 -7.22 -1085.64  
2 77.0 70 -2556.75 -7.22 -1069.06  
2 85.5 77.7 -2565.26 -7.22 -1048.37  
2 88.0 80 -2289.25 -7.22 -941.5  
2 97.5 88.6 -2284.53 -7.22 -912.66  
2 99.0 90 -2107.85 -7.22 -844.25  
2 100.0 90.9 -1983.8 -7.22 -796.33  
2 108.25 98.4 -1974.16 -7.22 -768.91  
2 110.0 100 -683.1 -7.22 -264.38 7.22

-Initial Prestress Loads


Span Location
(ft.)
%Span Moment
(k-ft)
Shear
(k)
Axial
(k)
Reaction
(k)
1 0 0 -752.99 0 -291.43 0
1 1.75 1.6 -2393.44 0 -926.32  
1 10.0 9.1 -2411.31 0 -933.21  
1 11.0 10 -2585.16 0 -997.43  
1 12.5 11.4 -2840.93 0 -1091.94  
1 22.0 20 -2859.89 0 -1099.17  
1 24.5 22.3 -3275.5 0 -1252.16  
1 33.0 30 -3288.78 0 -1257.36  
1 44.0 40 -3299.59 0 -1261.59  
1 55.0 50 -3303.2 0 -1263  
1 66.0 60 -3299.61 0 -1261.59  
1 77.0 70 -3288.81 0 -1257.36  
1 85.5 77.7 -3275.55 0 -1252.16  
1 88.0 80 -2859.95 0 -1099.17  
1 97.5 88.6 -2841.57 0 -1091.94  
1 99.0 90 -2585.15 0 -997.43  
1 100.0 90.9 -2410.88 0 -933.21  
1 108.25 98.4 -2393.5 0 -926.32  
1 110.0 100 -752.99 0 -291.43 -8.03
2 0 0 130.53 -8.03 -291.43 -8.03
2 1.75 1.6 -1524.02 -8.03 -926.32  
2 10.0 9.1 -1607.67 -8.03 -933.21  
2 11.0 10 -1789.97 -8.03 -997.43  
2 12.5 11.4 -2058.45 -8.03 -1091.94  
2 22.0 20 -2153.13 -8.03 -1099.17  
2 24.5 22.3 -2588.83 -8.03 -1252.16  
2 33.0 30 -2670.37 -8.03 -1257.36  
2 44.0 40 -2769.53 -8.03 -1261.59  
2 55.0 50 -2861.48 -8.03 -1263  
2 66.0 60 -2946.24 -8.03 -1261.59  
2 77.0 70 -3023.79 -8.03 -1257.36  
2 85.5 77.7 -3078.79 -8.03 -1252.16  
2 88.0 80 -2683.26 -8.03 -1099.17  
2 97.5 88.6 -2741.18 -8.03 -1091.94  
2 99.0 90 -2496.8 -8.03 -997.43  
2 100.0 90.9 -2330.56 -8.03 -933.21  
2 108.25 98.4 -2379.45 -8.03 -926.32  
2 110.0 100 -752.99 -8.03 -291.43 8.03

Composite Effects


-Parapets


Span Location
(ft.)
%Span Moment
(k-ft)
Shear
(k)
Axial
(k)
Reaction
(k)
1 0 0 0 8.91 0 8.91
1 1.75 1.6 15.26 8.53 0  
1 10.0 9.1 78.29 6.75 0  
1 11.0 10 84.94 6.53 0  
1 12.5 11.4 94.5 6.21 0  
1 22.0 20 143.74 4.16 0  
1 24.5 22.3 153.46 3.62 0  
1 33.0 30 176.41 1.78 0  
1 44.0 40 182.95 -0.59 0  
1 55.0 50 163.35 -2.97 0  
1 66.0 60 117.61 -5.35 0  
1 77.0 70 45.74 -7.72 0  
1 85.5 77.7 -27.7 -9.56 0  
1 88.0 80 -52.27 -10.1 0  
1 97.5 88.6 -157.95 -12.15 0  
1 99.0 90 -176.42 -12.47 0  
1 100.0 90.9 -189 -12.69 0  
1 108.25 98.4 -301.04 -14.47 0  
1 110.0 100 -326.7 -14.85 0 29.7
2 0 0 -326.7 14.85 0 29.7
2 1.75 1.6 -301.04 14.47 0  
2 10.0 9.1 -189 12.69 0  
2 11.0 10 -176.42 12.47 0  
2 12.5 11.4 -157.95 12.15 0  
2 22.0 20 -52.27 10.1 0  
2 24.5 22.3 -27.7 9.56 0  
2 33.0 30 45.74 7.72 0  
2 44.0 40 117.61 5.35 0  
2 55.0 50 163.35 2.97 0  
2 66.0 60 182.95 0.59 0  
2 77.0 70 176.42 -1.78 0  
2 85.5 77.7 153.47 -3.62 0  
2 88.0 80 143.75 -4.16 0  
2 97.5 88.6 94.5 -6.21 0  
2 99.0 90 84.94 -6.53 0  
2 100.0 90.9 78.3 -6.75 0  
2 108.25 98.4 15.26 -8.53 0  
2 110.0 100 0 -8.91 0 8.91

-Future Wearing Surface


Span Location
(ft.)
%Span Moment
(k-ft)
Shear
(k)
Axial
(k)
Reaction
(k)
1 0 0 0 10.73 0 10.73
1 1.75 1.6 18.37 10.27 0  
1 10.0 9.1 94.24 8.13 0  
1 11.0 10 102.24 7.87 0  
1 12.5 11.4 113.74 7.48 0  
1 22.0 20 173.03 5.01 0  
1 24.5 22.3 184.72 4.36 0  
1 33.0 30 212.35 2.15 0  
1 44.0 40 220.22 -0.71 0  
1 55.0 50 196.62 -3.57 0  
1 66.0 60 141.57 -6.43 0  
1 77.0 70 55.05 -9.29 0  
1 85.5 77.7 -33.35 -11.5 0  
1 88.0 80 -62.92 -12.15 0  
1 97.5 88.6 -190.12 -14.62 0  
1 99.0 90 -212.35 -15.01 0  
1 100.0 90.9 -227.5 -15.27 0  
1 108.25 98.4 -362.36 -17.42 0  
1 110.0 100 -393.25 -17.87 0 35.75
2 0 0 -393.25 17.87 0 35.75
2 1.75 1.6 -362.36 17.42 0  
2 10.0 9.1 -227.5 15.27 0  
2 11.0 10 -212.35 15.01 0  
2 12.5 11.4 -190.12 14.62 0  
2 22.0 20 -62.92 12.15 0  
2 24.5 22.3 -33.34 11.5 0  
2 33.0 30 55.06 9.29 0  
2 44.0 40 141.57 6.43 0  
2 55.0 50 196.63 3.57 0  
2 66.0 60 220.22 0.71 0  
2 77.0 70 212.35 -2.15 0  
2 85.5 77.7 184.73 -4.36 0  
2 88.0 80 173.03 -5.01 0  
2 97.5 88.6 113.75 -7.48 0  
2 99.0 90 102.24 -7.87 0  
2 100.0 90.9 94.25 -8.13 0  
2 108.25 98.4 18.37 -10.27 0  
2 110.0 100 0 -10.73 0 10.73

-Live Load - Axle


Span Location
(ft.)
%Span Positive Moment
(k-ft)
Negative Moment
(k-ft)
Positive Shear
(k)
Negative Shear
(k)
Positive Axial
(k)
Negative Axial
(k)
Positive Reaction
(k)
Negative Reaction
(k)
1 0 0 0 0 82.58 -8.68 0 0 82.58 -8.68
1 1.75 1.6 114.9 -12.42 81.25 -8.68 0 0    
1 10.0 9.1 590.15 -71.02 72.04 -8.68 0 0    
1 11.0 10 639.51 -78.12 72.04 -8.68 0 0    
1 12.5 11.4 711.33 -88.78 69.76 -8.68 0 0    
1 22.0 20 1085.74 -156.27 60.77 -13.28 0 0    
1 24.5 22.3 1158.79 -174.02 57.47 -16.36 0 0    
1 33.0 30 1342.86 -234.4 49.91 -23.97 0 0    
1 44.0 40 1454.58 -312.55 39.59 -35.15 0 0    
1 55.0 50 1426.41 -390.69 29.95 -45.9 0 0    
1 66.0 60 1275.16 -468.83 21.14 -56.06 0 0    
1 77.0 70 998.84 -546.97 13.29 -65.51 0 0    
1 85.5 77.7 721.36 -607.35 7.99 -72.45 0 0    
1 88.0 80 630.85 -625.11 6.82 -74.09 0 0    
1 97.5 88.6 267.94 -692.6 2.52 -80.97 0 0    
1 99.0 90 210.54 -703.25 2.25 -81.67 0 0    
1 100.0 90.9 172.66 -710.35 1.99 -82.37 0 0    
1 108.25 98.4 28.13 -768.96 0.32 -86.92 0 0    
1 110.0 100 0 -781.39 0 -88.11 0 0 92.2 0
2 0 0 0 -781.39 88.11 0 0 0 92.2 0
2 1.75 1.6 28.13 -768.95 86.92 -0.32 0 0    
2 10.0 9.1 172.66 -710.34 82.37 -1.99 0 0    
2 11.0 10 210.54 -703.24 81.67 -2.25 0 0    
2 12.5 11.4 267.94 -692.59 80.97 -2.52 0 0    
2 22.0 20 630.85 -625.1 74.09 -6.82 0 0    
2 24.5 22.3 721.36 -607.34 72.45 -7.99 0 0    
2 33.0 30 998.85 -546.96 65.51 -13.29 0 0    
2 44.0 40 1275.17 -468.83 56.06 -21.14 0 0    
2 55.0 50 1426.43 -390.69 45.9 -29.95 0 0    
2 66.0 60 1454.6 -312.55 35.15 -39.59 0 0    
2 77.0 70 1342.88 -234.41 23.97 -49.91 0 0    
2 85.5 77.7 1158.81 -174.03 16.36 -57.47 0 0    
2 88.0 80 1085.76 -156.28 13.28 -60.77 0 0    
2 97.5 88.6 711.36 -88.79 8.68 -69.76 0 0    
2 99.0 90 639.54 -78.14 8.68 -72.04 0 0    
2 100.0 90.9 590.18 -71.03 8.68 -72.04 0 0    
2 108.25 98.4 114.9 -12.43 8.68 -81.25 0 0    
2 110.0 100 0 0 8.68 -82.58 0 0 82.58 -8.68

-Live Load - Truck Pair


Span Location
(ft.)
%Span Positive Moment
(k-ft)
Negative Moment
(k-ft)
Positive Shear
(k)
Negative Shear
(k)
Positive Axial
(k)
Negative Axial
(k)
Positive Reaction
(k)
Negative Reaction
(k)
1 0 0 0 0 0 0 0 0 0 0
1 1.75 1.6 0 0 0 0 0 0    
1 10.0 9.1 0 0 0 0 0 0    
1 11.0 10 0 0 0 0 0 0    
1 12.5 11.4 0 0 0 0 0 0    
1 22.0 20 0 0 0 0 0 0    
1 24.5 22.3 0 0 0 0 0 0    
1 33.0 30 0 0 0 0 0 0    
1 44.0 40 0 0 0 0 0 0    
1 55.0 50 0 0 0 0 0 0    
1 66.0 60 0 0 0 0 0 0    
1 77.0 70 0 0 0 0 0 0    
1 85.5 77.7 0 0 0 0 0 0    
1 88.0 80 0 0 0 0 0 0    
1 97.5 88.6 0 0 0 0 0 0    
1 99.0 90 0 0 0 0 0 0    
1 100.0 90.9 0 0 0 0 0 0    
1 108.25 98.4 0 0 0 0 0 0    
1 110.0 100 0 -1561.47 0 0 0 0 153.7 0
2 0 0 0 -1561.47 0 0 0 0 153.7 0
2 1.75 1.6 0 0 0 0 0 0    
2 10.0 9.1 0 0 0 0 0 0    
2 11.0 10 0 0 0 0 0 0    
2 12.5 11.4 0 0 0 0 0 0    
2 22.0 20 0 0 0 0 0 0    
2 24.5 22.3 0 0 0 0 0 0    
2 33.0 30 0 0 0 0 0 0    
2 44.0 40 0 0 0 0 0 0    
2 55.0 50 0 0 0 0 0 0    
2 66.0 60 0 0 0 0 0 0    
2 77.0 70 0 0 0 0 0 0    
2 85.5 77.7 0 0 0 0 0 0    
2 88.0 80 0 0 0 0 0 0    
2 97.5 88.6 0 0 0 0 0 0    
2 99.0 90 0 0 0 0 0 0    
2 100.0 90.9 0 0 0 0 0 0    
2 108.25 98.4 0 0 0 0 0 0    
2 110.0 100 0 0 0 0 0 0 0 0

-Live Load - Lane


Span Location
(ft.)
%Span Positive Moment
(k-ft)
Negative Moment
(k-ft)
Positive Shear
(k)
Negative Shear
(k)
Positive Axial
(k)
Negative Axial
(k)
Positive Reaction
(k)
Negative Reaction
(k)
1 0 0 0 0 29.97 -4.28 0 0 29.97 -4.28
1 1.75 1.6 42.04 -6.12 28.95 -4.29 0 0    
1 10.0 9.1 219.67 -35.02 23.82 -4.67 0 0    
1 11.0 10 238.84 -38.52 23.82 -4.67 0 0    
1 12.5 11.4 266.59 -43.77 22.62 -4.85 0 0    
1 22.0 20 416.06 -77.05 18.18 -5.92 0 0    
1 24.5 22.3 447.72 -85.8 16.66 -6.46 0 0    
1 33.0 30 531.63 -115.57 13.39 -8.01 0 0    
1 44.0 40 585.57 -154.1 9.42 -10.92 0 0    
1 55.0 50 577.87 -192.63 6.22 -14.61 0 0    
1 66.0 60 508.52 -231.16 3.77 -19.04 0 0    
1 77.0 70 377.54 -269.68 1.99 -24.15 0 0    
1 85.5 77.7 234.1 -299.45 1.01 -28.68 0 0    
1 88.0 80 184.91 -308.21 0.82 -29.87 0 0    
1 97.5 88.6 50.03 -422.53 0.23 -35.47 0 0    
1 99.0 90 37.65 -453.74 0.19 -36.12 0 0    
1 100.0 90.9 30.54 -476.31 0.15 -36.77 0 0    
1 108.25 98.4 0.85 -710.81 0.01 -41.44 0 0    
1 110.0 100 0 -770.52 0 -42.81 0 0 85.62 0
2 0 0 0 -770.52 42.81 0 0 0 85.62 0
2 1.75 1.6 0.85 -710.81 41.44 -0.01 0 0    
2 10.0 9.1 30.54 -476.31 36.77 -0.15 0 0    
2 11.0 10 37.65 -453.74 36.12 -0.19 0 0    
2 12.5 11.4 50.02 -422.53 35.47 -0.23 0 0    
2 22.0 20 184.91 -308.21 29.87 -0.82 0 0    
2 24.5 22.3 234.1 -299.45 28.68 -1.01 0 0    
2 33.0 30 377.54 -269.68 24.15 -1.99 0 0    
2 44.0 40 508.53 -231.15 19.04 -3.77 0 0    
2 55.0 50 577.87 -192.63 14.61 -6.22 0 0    
2 66.0 60 585.58 -154.1 10.92 -9.42 0 0    
2 77.0 70 531.64 -115.58 8.01 -13.39 0 0    
2 85.5 77.7 447.74 -85.81 6.46 -16.66 0 0    
2 88.0 80 416.07 -77.05 5.92 -18.18 0 0    
2 97.5 88.6 266.6 -43.78 4.85 -22.62 0 0    
2 99.0 90 238.85 -38.52 4.67 -23.82 0 0    
2 100.0 90.9 219.69 -35.02 4.67 -23.82 0 0    
2 108.25 98.4 42.05 -6.13 4.29 -28.95 0 0    
2 110.0 100 0 0 4.28 -29.97 0 0 29.97 -4.28

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Updated: 07/08/2013
Federal Highway Administration | 1200 New Jersey Avenue, SE | Washington, DC 20590 | 202-366-4000