Hello Everyone,
I wanted to check the horizontal base shear distribution in individual storey of a building modelled in SAP2000. However I cant find any options out there. Can anyone suggest how to get seismic weight of individual storey, so that with total seismic weight and base shear I can...
Clause 5.4.3.1.2 Detailing for local ductility
Comparing with Span Moment the result in SAP are good. But to satisfy Eurocode demand, should we increase the area requirement?
Eurocode 8 quotes " Reinforcement in Compression Zone at critical section in Beam should not be less than the half of reinforcement provided at tension zone. " But while I do the concrete frame design by using EUROCODE the following is the result, where the reinforcement in compression zone is...