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SIR ME BHI BHEL BHOPAL UNIT ME THA
Very nice
Sir how can we say that structure is perfect which checks are done to say that structure is absolute perfect without any second thought🙏
Thanks for this video. Should we revise again base shear after adjusting least 90% mass participation by change cut off mode shape value? Because base shear value is changed after change number of cut off mode shape to get Vb/VB~ 1.00
Sir please make video for pdelta analysis with dynamic load case (response spectrum)
What was the first error that you rectified after pinning the joints. ?
Scale factor?
Sir my nodes reaction is not showing
SIR ME BHI BHEL BHOPAL UNIT ME THA
Very nice
Sir how can we say that structure is perfect which checks are done to say that structure is absolute perfect without any second thought🙏
Thanks for this video. Should we revise again base shear after adjusting least 90% mass participation by change cut off mode shape value? Because base shear value is changed after change number of cut off mode shape to get Vb/VB~ 1.00
Sir please make video for pdelta analysis with dynamic load case (response spectrum)
What was the first error that you rectified after pinning the joints. ?
Scale factor?
Sir my nodes reaction is not showing