torsion
torsion
(OP)
calculation for torsion for column and beam. it's a cantilever beam connect to the column. how to check whether the column can support the cantilever beam or not.
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RE: torsion
Tunalover
RE: torsion
as the friend above suggests the problem is poorly defined. Could you give more details on what the situation is and what exactly you want to find?
Dr ADK
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