10-11-2009, 08:34 AM
JOINT LOAD IN CASE OF SEISMIC ANALYSIS IN STAADPRO
Provide all beam and column junctions as hinged and create a load case [i.e. DL+50%LL or 25%LL as per Code]
Then run analysis and view the result w.r.t the already created load case.
Go to reaction tab and copy the reactions to the excel sheet
Delete the all the unwanted columns [ Fx, Fz, Mx, My…]
Let nodes, loadcase and Fy column retained
Replace the loadcase column fully by Joint weight
Copy and paste it in the staad editor
Done…
Provide all beam and column junctions as hinged and create a load case [i.e. DL+50%LL or 25%LL as per Code]
Then run analysis and view the result w.r.t the already created load case.
Go to reaction tab and copy the reactions to the excel sheet
Delete the all the unwanted columns [ Fx, Fz, Mx, My…]
Let nodes, loadcase and Fy column retained
Replace the loadcase column fully by Joint weight
Copy and paste it in the staad editor
Done…