Is there a way to input different spacings in wizard for a single span?
Updated: Friday, September 8, 2023 bracings steel composite bridge
How does the bracing stiffness conversion work for steel composite girder model? Can we directly apply the 0.65 factor to stiffness of the member based on AASHTO code?
Updated: Friday, September 8, 2023 bracings midas civil section stiffness scale factor steel composite truss
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 bracings negative moment unbraced length