Hi,
I was trying to do P-delta analysis in STAAD.
However, I noticed that giving REPEAT LOAD command instead of adding load combinations is giving me wrong results.
For instance, the deflection at a particular node is 130mm in seismic X direction…
Hi DSANJU,
Thank you for your reply.
Based on your explanation, the correct on should be like this?
Please your confirmation.
Thanks a lot.
********************************************************** DEFINE IBC 2006 ACCIDENTAL SS 1 S1 0.37…
Hello everyone,
Q1: I want to know whether this format is already correct or not?
Q2: After we define the seismic definition, then we start to add Load Case of seismic first.. Does the PDELTA ANALYSIS command should be written in this load case…