Transformation

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k.manoj
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Transformation

Post by k.manoj »

Dear Silvia:

I want to perform dynamic analysis of a 3D RC building frame with the corotational geometric transformation. Does this transformation consider uniformly distributed element loads like self weight of a frame member.

Thanks.
Last edited by k.manoj on Mon May 24, 2010 5:15 pm, edited 2 times in total.
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fmk
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Post by fmk »

no elemenet loads can be used with the corotational transformation.
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