Dear sir, While doing analysis of a building, I found that the mass participation is zero and time period is unusually large and the base shear is zero due to dynamic analysis so the scaling also cannot be done. It would be ...Read more
Discy Latest Questions
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.
What is the practical process of eliminating BCC & JS failure? How to increase column capacity than the capacity of the beam. ?
BiniBeginer
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.
MustafaBeginer
How to use csi column for designing columns with sway..
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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
SIR UPLOAD VIDEO TUTORIALS ON CYPE CAD
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What are checks we have to do while designing a High rise Building