Post Analysis Checks in ETABS

[@shareqinamdar8903]

Informative

[@HS-dq4uo]

Can you explain for us all post analysis checks in etabs. And which time period we have to go with also torsion irregularities check

[@abdulwahidkemal1617]

Greate!.

[@adilmansuri8511]

How to reduce SumRz value in first mode if it coming more than 50% what is the remedy

[@guangdongunionsteelstructu6273]

Great.

[@mathumahendiran7606]

Your 2mode torsion please re arrange the building configuration.

[@bhat3090]

My file is showing number of coupled constraint equations are zero. Rather than number of negative stiffness. What is the reason?

[@TheStructuralWorld]

You might be using the "EIGEN" Modal Analysis try to modify it to "RITZ" under modal case data. Cheers!