Hi i am curios in concrete Seismic Design using latest Etabs 8 ACI code.
1. Does longitudinal reinforcement etabs design calculation with Aci code depends on torsion too --> so moment prime on shear calculation using area longitudinal reinforcement used on torsion too? Or the torsion is used on comparing Vu+Tu > Mpr
2. Does etabs design concrete checks tension control 0.375 beta1 ?
Thank you
1. Does longitudinal reinforcement etabs design calculation with Aci code depends on torsion too --> so moment prime on shear calculation using area longitudinal reinforcement used on torsion too? Or the torsion is used on comparing Vu+Tu > Mpr
2. Does etabs design concrete checks tension control 0.375 beta1 ?
Thank you
