Hi there,
I have a 3D beam model which represents a bridge pier, I am trying to alter the section properties of the beams so that the horizontal beams don't bend in the local z direction which would create deep beam behaviour. How to I do this? I tried using section stiffness manager but cant seem to get it to work. Can you assist?
The image above details what I am looking to achieve.
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Centre Pier.mcb
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DataImage28.png
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DataImage73.png
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DataImage40.png
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DataImage50.png
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DataImage89.png
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DataImage7.png
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DataImage14.png
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