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Bridges & Structures

Appendix A - Computer Program Results

The results of the hand calculations presented in the example are compared to the results from computer design programs in this appendix. The following programs are included:

QConBridge: This program is a load analysis program developed by Washington State Department of Transportation and is available free of charge from the Department's web site. For continuous structures, this program considers the structure continuous for all loads. This does not match the conditions for simple-spans made continuous for live loads where the loads applied before the continuity connection is made are actually acting on the simple span structures. This results in differences between the example and QConBridge in the noncomposite dead load effects.

Opis: Opis is a computer program developed by AASHTO as part of the AASHTOWare computer programs suite.

Section A1 - QConBridge Input

Washington State Department of Transporation
Bridge and Structures Office
QConBridge Version 1.0
Code: LRFD First Edition 1994
Span Data
---------
Span 1 Length: 110.000 ft
Section Properties
Location Ax Iz Mod. E Unit Wgt
(ft) (in^2) (in^4) (psi) (pcf)
0.000 1.764e+03 1.384e+06 4.724e+06 149.999e+00
Live Load Distribution Factors
Location Str/Serv Limit States Fatigue Limit State
(ft) gM gV gM gV
0.000 0.809 0.984 0.458 0.651
Strength Limit State Factors: Ductility 1.00 Redundancy 1.00 Importance 1.00
Service Limit State Factors: Ductility 1.00 Redundancy 1.00 Importance 1.00
Span 2 Length: 110.000 ft
Section Properties
Location Ax Iz Mod. E Unit Wgt
(ft) (in^2) (in^4) (psi) (pcf)
0.000 1.764e+03 1.384e+06 4.724e+06 149.999e+00
Live Load Distribution Factors
Location Str/Serv Limit States Fatigue Limit State
(ft) gM gV gM gV
0.000 0.796 0.973 0.452 0.652
Strength Limit State Factors: Ductility 1.00 Redundancy 1.00 Importance 1.00 
Service Limit State Factors: Ductility 1.00 Redundancy 1.00 Importance 1.00 
Support Data 
------------ 
Support 1 Roller 
Support 2 Pinned 
Support 3 Roller 
Loading Data 
------------ 
DC Loads 
Self Weight Generation Disabled 
Traffic Barrier Load Disabled 
Span 2 W 2.487e+03 plf from 0.000 ft to 109.999 ft 
Span 2 W 0.000e+00 plf from 0.000 ft to 109.999 ft 
Span 1 W 2.487e+03 plf from 0.000 ft to 109.999 ft 
Span 1 W 0.000e+00 plf from 0.000 ft to 109.999 ft 
DW Loads 
Utility Load Disabled 
Wearing Surface Load 289.999e+00 plf 
Live Load Data 
-------------- 
Live Load Generation Parameters 
Design Tandem : Enabled 
Design Truck : 1 rear axle spacing increments 
Dual Truck Train : Headway Spacing varies from 49.213 ft to 49.213 ft using 1 increments 
Headway Spacing varies from 49.213 ft to 60.000 ft using 1 increments 
Dual Tandem Train: Disabled 
Fatigue Truck : Enabled 
Live Load Impact 
Truck Loads 33.000% 
Lane Loads 0.000% 
Fatigue Truck 15.000% 
Pedestrian Live Load 0.000e+00 plf 
Load Factors 
------------ 
Strength I DC min 0.900 DC max 1.250 DW min 0.650 DW max 1.500 LL 1.750 
Service I DC 1.000 DW 1.000 LL 1.000 
Service II DC 1.000 DW 1.000 LL 1.300 
Service III DC 1.000 DW 1.000 LL 0.800 
Fatigue DC 0.000 DW 0.000 LL 0.750

Section A2 - QConBridge Output

Washington State Department of Transporation
Bridge and Structures Office
QConBridge Version 1.0
Analysis Results
----------------
DC Dead Load
Span Point Shear(lbs) Moment(ft-lbs)
1 0 102.629e+03 0.000e+00
1 1 75.261e+03 978.405e+03
1 2 47.893e+03 1.655e+06
1 3 20.525e+03 2.032e+06
1 4 -6.841e+03 2.107e+06
1 5 -34.209e+03 1.881e+06
1 6 -61.577e+03 1.354e+06
1 7 -88.945e+03 526.833e+03
1 8 -116.313e+03 -602.095e+03
1 9 -143.681e+03 -2.032e+06
1 10 -171.047e+03 -3.763e+06
2 0 171.049e+03 -3.763e+06
2 1 143.681e+03 -2.032e+06
2 2 116.313e+03 -602.095e+03
2 3 88.945e+03 526.833e+03
2 4 61.577e+03 1.354e+06
2 5 34.209e+03 1.881e+06
2 6 6.841e+03 2.107e+06
2 7 -20.525e+03 2.032e+06
2 8 -47.893e+03 1.655e+06
2 9 -75.261e+03 978.405e+03
2 10 -102.627e+03 0.000e+00
DW Dead Load
Span Point Shear(lbs) Moment(ft-lbs)
1 0 11.962e+03 0.000e+00
1 1 8.772e+03 114.042e+03
1 2 5.582e+03 192.994e+03
1 3 2.392e+03 236.857e+03
1 4 -797.499e+00 245.629e+03
1 5 -3.987e+03 219.312e+03
1 6 -7.177e+03 157.904e+03
1 7 -10.367e+03 61.407e+03
1 8 -13.557e+03 -70.179e+03
1 9 -16.747e+03 -236.857e+03
1 10 -19.937e+03 -438.624e+03
2 0 19.937e+03 -438.624e+03
2 1 16.747e+03 -236.857e+03
2 2 13.557e+03 -70.179e+03
2 3 10.367e+03 61.407e+03
2 4 7.177e+03 157.904e+03
2 5 3.987e+03 219.312e+03
2 6 797.499e+00 245.629e+03
2 7 -2.392e+03 236.857e+03
2 8 -5.582e+03 192.994e+03
2 9 -8.772e+03 114.042e+03
2 10 -11.962e+03 0.000e+00
Live Load Envelopes (Per Lane)
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 -13.341e+03 117.656e+03 0.000e+00 0.000e+00
1 1 -13.341e+03 102.204e+03 -146.752e+03 1.124e+06
1 2 -13.840e+03 84.016e+03 -293.504e+03 1.914e+06
1 3 -34.021e+03 65.643e+03 -440.256e+03 2.388e+06
1 4 -34.558e+03 51.974e+03 -587.009e+03 2.597e+06
1 5 -63.460e+03 37.680e+03 -733.761e+03 2.550e+06
1 6 -78.483e+03 26.024e+03 -880.513e+03 2.276e+06
1 7 -93.440e+03 16.112e+03 -1.027e+06 1.765e+06
1 8 -101.698e+03 8.468e+03 -1.174e+06 1.053e+06
1 9 -110.990e+03 3.304e+03 -1.469e+06 374.566e+03
1 10 -135.743e+03 0.000e+00 -2.592e+06 0.000e+00
2 0 0.000e+00 132.939e+03 -2.592e+06 0.000e+00
2 1 0.000e+00 125.632e+03 -1.469e+06 374.568e+03
2 2 -3.304e+03 110.990e+03 -1.174e+06 1.053e+06
2 3 -16.112e+03 93.440e+03 -1.027e+06 1.765e+06
2 4 -16.284e+03 80.355e+03 -880.513e+03 2.276e+06
2 5 -37.680e+03 63.460e+03 -733.761e+03 2.550e+06
2 6 -50.919e+03 48.575e+03 -587.008e+03 2.597e+06
2 7 -65.643e+03 34.021e+03 -440.256e+03 2.388e+06
2 8 -67.233e+03 21.193e+03 -293.504e+03 1.914e+06
2 9 -84.016e+03 13.840e+03 -146.752e+03 1.124e+06
2 10 -117.656e+03 13.341e+03 0.000e+00 0.000e+00
Design Tandem + Lane Envelopes (Per Lane)
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 -10.630e+03 95.017e+03 0.000e+00 0.000e+00
1 1 -10.630e+03 83.324e+03 -116.935e+03 916.565e+03
1 2 -11.579e+03 68.741e+03 -233.871e+03 1.578e+06
1 3 -31.053e+03 53.774e+03 -350.806e+03 1.992e+06
1 4 -31.590e+03 43.263e+03 -467.741e+03 2.170e+06
1 5 -52.774e+03 31.844e+03 -584.677e+03 2.136e+06
1 6 -64.109e+03 22.735e+03 -701.612e+03 1.908e+06
1 7 -75.554e+03 14.885e+03 -818.548e+03 1.497e+06
1 8 -82.265e+03 8.468e+03 -935.483e+03 929.199e+03
1 9 -89.847e+03 3.304e+03 -1.184e+06 374.566e+03
1 10 -108.838e+03 0.000e+00 -1.646e+06 0.000e+00
2 0 0.000e+00 106.420e+03 -1.646e+06 0.000e+00
2 1 0.000e+00 101.408e+03 -1.184e+06 374.568e+03
2 2 -3.304e+03 89.847e+03 -935.483e+03 929.201e+03
2 3 -14.885e+03 75.554e+03 -818.548e+03 1.497e+06
2 4 -15.057e+03 65.981e+03 -701.612e+03 1.908e+06
2 5 -31.844e+03 52.774e+03 -584.677e+03 2.136e+06
2 6 -42.208e+03 41.707e+03 -467.741e+03 2.170e+06
2 7 -53.774e+03 31.053e+03 -350.806e+03 1.992e+06
2 8 -55.364e+03 21.193e+03 -233.870e+03 1.578e+06
2 9 -68.741e+03 11.578e+03 -116.935e+03 916.562e+03
2 10 -95.017e+03 10.630e+03 0.000e+00 0.000e+00
Design Truck + Lane Envelopes (Per Lane)
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 -13.341e+03 117.656e+03 0.000e+00 0.000e+00
1 1 -13.341e+03 102.204e+03 -146.752e+03 1.124e+06
1 2 -13.840e+03 84.016e+03 -293.504e+03 1.914e+06
1 3 -34.021e+03 65.643e+03 -440.256e+03 2.388e+06
1 4 -34.558e+03 51.974e+03 -587.009e+03 2.597e+06
1 5 -63.460e+03 37.680e+03 -733.761e+03 2.550e+06
1 6 -78.483e+03 26.024e+03 -880.513e+03 2.276e+06
1 7 -93.440e+03 16.112e+03 -1.027e+06 1.765e+06
1 8 -101.698e+03 8.212e+03 -1.174e+06 1.053e+06
1 9 -110.990e+03 2.695e+03 -1.452e+06 329.425e+03
1 10 -135.743e+03 0.000e+00 -1.945e+06 0.000e+00
2 0 0.000e+00 132.939e+03 -1.945e+06 0.000e+00
2 1 0.000e+00 125.632e+03 -1.452e+06 329.427e+03
2 2 -2.695e+03 110.990e+03 -1.174e+06 1.053e+06
2 3 -16.112e+03 93.440e+03 -1.027e+06 1.765e+06
2 4 -16.284e+03 80.355e+03 -880.513e+03 2.276e+06
2 5 -37.680e+03 63.460e+03 -733.761e+03 2.550e+06
2 6 -50.919e+03 48.575e+03 -587.008e+03 2.597e+06
2 7 -65.643e+03 34.021e+03 -440.256e+03 2.388e+06
2 8 -67.233e+03 20.963e+03 -293.504e+03 1.914e+06
2 9 -84.016e+03 13.840e+03 -146.752e+03 1.124e+06
2 10 -117.656e+03 13.341e+03 0.000e+00 0.000e+00
Dual Truck Train + Lane Envelopes (Per Lane)
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 1 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 2 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 4 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 5 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 6 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 7 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 8 0.000e+00 0.000e+00 -1.066e+06 0.000e+00
1 9 0.000e+00 0.000e+00 -1.469e+06 0.000e+00
1 10 0.000e+00 0.000e+00 -2.592e+06 0.000e+00
2 0 0.000e+00 0.000e+00 -2.592e+06 0.000e+00
2 1 0.000e+00 0.000e+00 -1.469e+06 0.000e+00
2 2 0.000e+00 0.000e+00 -1.066e+06 0.000e+00
2 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 4 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 5 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 6 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 7 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 8 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 9 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 10 0.000e+00 0.000e+00 0.000e+00 0.000e+00
Dual Tandem Train + Lane Envelopes (Per Lane)
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 1 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 2 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 4 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 5 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 6 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 7 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 8 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 9 0.000e+00 0.000e+00 0.000e+00 0.000e+00
1 10 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 0 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 1 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 2 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 4 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 5 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 6 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 7 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 8 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 9 0.000e+00 0.000e+00 0.000e+00 0.000e+00
2 10 0.000e+00 0.000e+00 0.000e+00 0.000e+00
Fatigue Truck Envelopes (Per Lane)
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 -7.232e+03 67.296e+03 0.000e+00 0.000e+00
1 1 -7.232e+03 57.232e+03 -79.555e+03 629.555e+03
1 2 -7.232e+03 47.499e+03 -159.110e+03 1.044e+06
1 3 -15.733e+03 38.223e+03 -238.665e+03 1.304e+06
1 4 -15.733e+03 29.529e+03 -318.220e+03 1.384e+06
1 5 -34.143e+03 21.514e+03 -397.775e+03 1.341e+06
1 6 -43.545e+03 14.396e+03 -477.330e+03 1.229e+06
1 7 -52.395e+03 8.877e+03 -556.885e+03 966.113e+03
1 8 -56.304e+03 5.169e+03 -636.440e+03 581.739e+03
1 9 -60.568e+03 2.146e+03 -715.995e+03 219.754e+03
1 10 -74.413e+03 0.000e+00 -795.550e+03 0.000e+00
2 0 0.000e+00 74.208e+03 -795.550e+03 0.000e+00
2 1 0.000e+00 67.938e+03 -715.995e+03 219.754e+03
2 2 -2.146e+03 60.568e+03 -636.440e+03 581.740e+03
2 3 -8.877e+03 52.395e+03 -556.885e+03 966.113e+03
2 4 -8.877e+03 43.545e+03 -477.330e+03 1.229e+06
2 5 -21.514e+03 34.143e+03 -397.775e+03 1.341e+06
2 6 -29.529e+03 24.315e+03 -318.220e+03 1.384e+06
2 7 -38.223e+03 15.733e+03 -238.665e+03 1.304e+06
2 8 -38.223e+03 10.106e+03 -159.110e+03 1.044e+06
2 9 -47.499e+03 7.232e+03 -79.555e+03 629.555e+03
2 10 -67.296e+03 7.232e+03 0.000e+00 0.000e+00
 Strength I Limit State Envelopes
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 77.169e+03 348.834e+03 0.000e+00 0.000e+00
1 1 50.464e+03 283.231e+03 746.927e+03 2.985e+06
1 2 22.899e+03 212.917e+03 1.200e+06 5.069e+06
1 3 -38.556e+03 142.284e+03 1.359e+06 6.276e+06
1 4 -69.258e+03 82.824e+03 1.225e+06 6.679e+06
1 5 -158.022e+03 31.504e+03 797.123e+03 6.291e+06
1 6 -222.887e+03 -15.272e+03 75.294e+03 5.153e+06
1 7 -287.638e+03 -59.044e+03 -940.286e+03 3.250e+06
1 8 -340.853e+03 -98.911e+03 -2.520e+06 904.573e+03
1 9 -395.850e+03 -134.508e+03 -4.975e+06 -1.452e+06
1 10 -477.465e+03 -166.902e+03 -9.031e+06 -3.671e+06
2 0 243.718e+03 472.639e+03 -9.031e+06 -3.671e+06
2 1 204.723e+03 421.062e+03 -4.975e+06 -1.452e+06
2 2 107.803e+03 356.855e+03 -2.520e+06 904.575e+03
2 3 59.044e+03 287.638e+03 -940.286e+03 3.250e+06
2 4 32.043e+03 226.111e+03 75.294e+03 5.153e+06
2 5 -31.504e+03 158.022e+03 797.124e+03 6.291e+06
2 6 -81.006e+03 93.395e+03 1.225e+06 6.679e+06
2 7 -142.284e+03 38.555e+03 1.359e+06 6.276e+06
2 8 -184.017e+03 -10.238e+03 1.200e+06 5.069e+06
2 9 -251.912e+03 -49.604e+03 746.927e+03 2.985e+06
2 10 -348.831e+03 -77.166e+03 0.000e+00 0.000e+00
Service I Limit State Envelopes
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 101.464e+03 230.365e+03 0.000e+00 0.000e+00
1 1 70.906e+03 184.603e+03 973.725e+03 2.001e+06
1 2 39.857e+03 136.148e+03 1.611e+06 3.397e+06
1 3 -10.558e+03 87.511e+03 1.912e+06 4.200e+06
1 4 -41.645e+03 43.503e+03 1.878e+06 4.454e+06
1 5 -100.642e+03 -1.119e+03 1.507e+06 4.164e+06
1 6 -145.983e+03 -43.147e+03 800.284e+03 3.354e+06
1 7 -191.259e+03 -83.458e+03 -242.817e+03 2.016e+06
1 8 -229.942e+03 -121.538e+03 -1.622e+06 180.339e+03
1 9 -269.644e+03 -157.177e+03 -3.457e+06 -1.965e+06
1 10 -324.556e+03 -190.984e+03 -6.298e+06 -4.201e+06
2 0 190.987e+03 321.799e+03 -6.298e+06 -4.201e+06
2 1 160.429e+03 284.051e+03 -3.457e+06 -1.965e+06
2 2 126.619e+03 239.086e+03 -1.622e+06 180.340e+03
2 3 83.458e+03 191.258e+03 -242.816e+03 2.016e+06
2 4 52.731e+03 147.825e+03 800.284e+03 3.354e+06
2 5 1.119e+03 100.642e+03 1.507e+06 4.164e+06
2 6 -42.465e+03 55.437e+03 1.878e+06 4.454e+06
2 7 -87.511e+03 10.558e+03 1.912e+06 4.200e+06
2 8 -119.634e+03 -32.622e+03 1.611e+06 3.397e+06
2 9 -166.706e+03 -70.415e+03 973.725e+03 2.001e+06
2 10 -230.363e+03 -101.462e+03 0.000e+00 0.000e+00
Service II Limit State Envelopes
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 97.526e+03 265.098e+03 0.000e+00 0.000e+00
1 1 66.968e+03 214.774e+03 938.108e+03 2.274e+06
1 2 35.771e+03 160.950e+03 1.540e+06 3.862e+06
1 3 -20.601e+03 106.889e+03 1.805e+06 4.780e+06
1 4 -51.846e+03 58.846e+03 1.735e+06 5.084e+06
1 5 -119.376e+03 10.003e+03 1.329e+06 4.782e+06
1 6 -169.151e+03 -35.465e+03 586.583e+03 3.907e+06
1 7 -218.842e+03 -78.702e+03 -492.134e+03 2.445e+06
1 8 -259.963e+03 -119.038e+03 -1.906e+06 436.123e+03
1 9 -302.409e+03 -156.201e+03 -3.814e+06 -1.874e+06
1 10 -364.627e+03 -190.984e+03 -6.927e+06 -4.201e+06
2 0 190.987e+03 361.042e+03 -6.927e+06 -4.201e+06
2 1 160.429e+03 321.138e+03 -3.814e+06 -1.874e+06
2 2 125.643e+03 271.851e+03 -1.906e+06 436.125e+03
2 3 78.702e+03 218.842e+03 -492.134e+03 2.445e+06
2 4 47.924e+03 171.546e+03 586.583e+03 3.907e+06
2 5 -10.003e+03 119.375e+03 1.329e+06 4.782e+06
2 6 -57.496e+03 69.776e+03 1.735e+06 5.084e+06
2 7 -106.889e+03 20.601e+03 1.805e+06 4.780e+06
2 8 -139.481e+03 -26.366e+03 1.540e+06 3.862e+06
2 9 -191.508e+03 -66.329e+03 938.108e+03 2.274e+06
2 10 -265.095e+03 -97.524e+03 0.000e+00 0.000e+00
Service III Limit State Envelopes
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 104.090e+03 207.211e+03 0.000e+00 0.000e+00
1 1 73.532e+03 164.489e+03 997.469e+03 1.820e+06
1 2 42.581e+03 119.614e+03 1.658e+06 3.087e+06
1 3 -3.863e+03 74.593e+03 1.983e+06 3.814e+06
1 4 -34.844e+03 33.274e+03 1.973e+06 4.033e+06
1 5 -88.153e+03 -8.535e+03 1.625e+06 3.751e+06
1 6 -130.537e+03 -48.269e+03 942.751e+03 2.986e+06
1 7 -172.869e+03 -86.629e+03 -76.605e+03 1.730e+06
1 8 -209.928e+03 -123.204e+03 -1.432e+06 9.816e+03
1 9 -247.801e+03 -157.827e+03 -3.219e+06 -2.026e+06
1 10 -297.841e+03 -190.984e+03 -5.879e+06 -4.201e+06
2 0 190.987e+03 295.636e+03 -5.879e+06 -4.201e+06
2 1 160.429e+03 259.327e+03 -3.219e+06 -2.026e+06
2 2 127.269e+03 217.243e+03 -1.432e+06 9.817e+03
2 3 86.629e+03 172.869e+03 -76.605e+03 1.730e+06
2 4 55.936e+03 132.011e+03 942.751e+03 2.986e+06
2 5 8.535e+03 88.153e+03 1.625e+06 3.751e+06
2 6 -32.444e+03 45.877e+03 1.973e+06 4.033e+06
2 7 -74.593e+03 3.862e+03 1.983e+06 3.814e+06
2 8 -106.402e+03 -36.793e+03 1.658e+06 3.087e+06
2 9 -150.172e+03 -73.139e+03 997.469e+03 1.820e+06
2 10 -207.208e+03 -104.087e+03 0.000e+00 0.000e+00
Fatigue Limit State Envelopes
Span Point Min Shear(lbs) Max Shear(lbs)Min Moment(ft-lbs)Max Moment(ft-lbs)
1 0 -3.531e+03 32.857e+03 0.000e+00 0.000e+00
1 1 -3.531e+03 27.943e+03 -27.327e+03 216.252e+03
1 2 -3.531e+03 23.191e+03 -54.654e+03 358.952e+03
1 3 -7.681e+03 18.662e+03 -81.981e+03 448.201e+03
1 4 -7.681e+03 14.417e+03 -109.308e+03 475.633e+03
1 5 -16.670e+03 10.504e+03 -136.635e+03 460.659e+03
1 6 -21.261e+03 7.029e+03 -163.962e+03 422.252e+03
1 7 -25.582e+03 4.334e+03 -191.290e+03 331.859e+03
1 8 -27.490e+03 2.524e+03 -218.617e+03 199.827e+03
1 9 -29.572e+03 1.047e+03 -245.944e+03 75.485e+03
1 10 -36.332e+03 0.000e+00 -273.271e+03 0.000e+00
2 0 0.000e+00 36.232e+03 -273.271e+03 0.000e+00
2 1 0.000e+00 33.170e+03 -245.944e+03 75.485e+03
2 2 -1.047e+03 29.572e+03 -218.617e+03 199.827e+03
2 3 -4.334e+03 25.582e+03 -191.290e+03 331.859e+03
2 4 -4.334e+03 21.261e+03 -163.962e+03 422.252e+03
2 5 -10.504e+03 16.670e+03 -136.635e+03 460.659e+03
2 6 -14.417e+03 11.872e+03 -109.308e+03 475.633e+03
2 7 -18.662e+03 7.681e+03 -81.981e+03 448.201e+03
2 8 -18.662e+03 4.934e+03 -54.654e+03 358.952e+03
2 9 -23.191e+03 3.531e+03 -27.327e+03 216.252e+03
2 10 -32.857e+03 3.531e+03 0.000e+00 0.000e+00
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Updated: 07/08/2013
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