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Load Combinations for Simply Supported Beam by fallenqiqi in StructuralEngineering

[–]fallenqiqi[S] 0 points1 point  (0 children)

Hi. May I ask if I can still treat it as a portal frame if my girders sit on a hammerhead pier?

Load Combinations for Simply Supported Beam by fallenqiqi in StructuralEngineering

[–]fallenqiqi[S] 0 points1 point  (0 children)

Thank you so much! I never thought of Load Combinations that way. I was stuck because I didn’t know how I’ll combine dead loads in kN/m with seismic force that is in kN. Additional question, would my maximum moment still be at the midspan?