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