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Why Long Term creep effect considered in longitudinal reinforcement ?
Updated: Wednesday, May 17, 2023
steel composite bridge
steel composite i girder
What should I do if the program indicates that the girders are failing in negative flexure near the contraflexure points after running the design check on a curved composite steel plate girder? The span check table and design results diagram show a very high negative moment in this region, however, a results table for the maximum negative moment for that same load case indicate the opposite. Is it possible for the girders to fail in this region?
Updated: Wednesday, May 10, 2023
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