Sir I have one question regarding support reaction Suppose Fy Reaction comes to be -120KN so according to staad should it be consider as uplift/Tension or it is considered as compression load
Negative value in support reaction Y component means it is under uplift condition. So, Fy = -120 means the column is under tension (check corresponding Fx value) and it tries to uplift the foundation.
Sir I have one question regarding support reaction
Suppose Fy Reaction comes to be -120KN so according to staad should it be consider as uplift/Tension or it is considered as compression load
Negative value in support reaction Y component means it is under uplift condition. So, Fy = -120 means the column is under tension (check corresponding Fx value) and it tries to uplift the foundation.
load generation command in not getting generated, may i know how to do it.
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How to design respect to IRC -24. In design IRC -24 has not been mentioned in staad