Can we ignore torsion of primary beam which develops by secondary beam , while designing continuous or fixed beam as a indeterminant structure? By means of releasing secondary beam by providing less amount of developing length at end of secondary beam? If we ignore torsion then , How much will be approximately correct percentage of partially release in STAAD PRO release specification with considering monalithically casting of primary and secondary beam junction? Because we cant consider it as a simply support junction.
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Can we say cantilever slab develops uniform torsion and secondary beam develops couple in Primary beam?
Can we ignore torsion of primary beam which develops by secondary beam , while designing continuous or fixed beam as a indeterminant structure? By means of releasing secondary beam by providing less amount of developing length at end of secondary beam? If we ignore torsion then , How much will be approximately correct percentage of partially release in STAAD PRO release specification with considering monalithically casting of primary and secondary beam junction? Because we cant consider it as a simply support junction.