Hello, While analyzing and designing a continuous structure, there is an option for negative moment continuity steel. As outlined in the Tutorial PDF T1A-5 (pg. 47), we input the continuity steel but when looking at the strand patter design status,…

Hi, all I have generated the model for 2-span, continuous span model. The negative moment reinforced rebar is supposed to be taken care of the negative moment. I have input the negative rebar but it seems in the strand pattern check, the program assumed…

Hi everyone, Is it possible to do a load evaluation for negative moment? It seems like when you run a load evaluation for moment, the default “Type” is always positive (see photos below). I'm trying to find the live load capacity factor for girders…