Autodesk Robot Structural Analysis
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fix modol help.
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139 Views, 2 Replies
10-02-2012 06:55 PM
Hi. I is modol,all the same load, Why results other.
Please see picture
File is attachment.
Re: fix modol help.
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10-02-2012 08:32 PM in reply to:
A.wikipedia
A.wikipedia you are a funny man!
Your columns are bigger and hence stiffer in one axis. So the beam takes less moment due to variation in bending stiffness of column. Make column square and bending moment is same.
You need to look more at your model and ask yourself more questions before posting.
Re: fix modol help.
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10-02-2012 08:53 PM in reply to:
tony.ridley
Sory.
My knowledge is limited.Thank tony

