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Negative Moments on Pin-Pin beam end reactions!

Negative Moments on Pin-Pin beam end reactions!

Negative Moments on Pin-Pin beam end reactions!

(OP)
Hey everyone, this is my first post ever as I am working on my senior structural design project. Some beams in the upper west side of the first floor and garage level 2 have negative end reactions. In my original model, which was very buggy, I imported my e2k file to create this model and it is suddenly giving me this problem. I have been trying to troubleshoot this for hours and I do not seem to know where the problem comes from.

File Link : http://files.engineering.com/getfile.aspx?folder=c...

RE: Negative Moments on Pin-Pin beam end reactions!

Please confirm that end length offsets don'the exist.

Jason McKee
proud R&D Manager of
Cross Section Analysis & Design
Software for the structural design of cross sections
Moment Curvature Analysis
Interaction Diagrams
Reinforcement Design etc.

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