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SAP 2000 filehttp://files.engineering.com/getfile.aspx?folder=15d99af4-132c-4d3e-b5f5-d751a6281d2a&file=test.SDB

Stressed, I have attached the screen shots and the s2k file with post.http://files.engineering.com/getfile.aspx?folder=9dbf8bb5-a93f-4d20-865c-f29164ae4ec1&file=With_Insertion_Point.JPG

In the post-tensioned girder the end section of the girder is larger than that of mid section. How do I define the longitudinal length of the end section?

In the post-tensioned girder the end section of the girder is larger than that of mid section. How do I define the longitudinal length of the end section?

I tried with insertion point but the loading is very different. The shape of the pier cap looks good but the dead load diagram is screwed up.

I have modeled a pier cap beam with non prismatic beams. When I see the extruded view it does not show how I wanted to model. In this case both top and bottom are tapered I just wanted the bottom to be tapered. Can anyone kindly suggest how I can model correctly? It is just that view is not...