Unbalanced Moments
Unbalanced Moments
(OP)
How do I go about finding the unbalanced moment that is transfer to the column supports from a slab?
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RE: Unbalanced Moments
but the unbalanced moment is likely to be in the torsion of the slab.
respects
ijr
RE: Unbalanced Moments
RE: Unbalanced Moments
Why dont you use the equivalent frame method or simply model the columns and the slab?
Since you have posted your question in this forum, I would suggest you model the slab and the column. ACI splits slabs into column, inner and outer strips, so analyse the column strip using SAP2000
respects
ijr