Section Properties in MDX
Section Properties in MDX
(OP)
I'd like to know how MDX calculate the stiffnesses of cross beams(transversial members) and each girder in grillage model. Is there any one who knows this?
Thanks for Inputs.
I wonder especially about the dummy cross beams between actual cross bracings.
Thanks for Inputs.
I wonder especially about the dummy cross beams between actual cross bracings.





RE: Section Properties in MDX
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