appendix a - computer program results - lrfd - design - bridge - structures - federal highway...

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Bridges & Structures  Appendix A - Computer P rogram 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 s imple-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 de ad 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

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Page 1: Appendix a - Computer Program Results - LRFD - Design - Bridge - Structures - Federal Highway Administration 12

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