How to use csi column for designing columns with sway..
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In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?
Hello, Can the width of my beam be greater than the width of my column? Why do we usually opt for either same beam same column width or greater column width in design? Thanks.
In a 3D finite element model, with plates and beams. Does Etabs design the beam as a T-Beam in the sagging moment or as a rectangular beam? How can you get Etabs to design a T-beam for sagging moment and ...Read more
Firoj and Maheshwari_Effect of CPRF on nonlinear sesimci response of an NPP structure considering raft pile soil structure interactionDear Please let me know how to assign spring for different soil layers in ...Read more
What is the reinforcement output of ETABs? is it minimum or it is based on the Code provided in the modelling? Why i always get 1% reinforcement in columns while i design.