Seismic Shear Force applied in Center of gravity
Good Day Everyone
I do have a quick question regarding Seismic Load.
Q1. If I have the total mass for seismic design as Force (kN), then I apply it to center of mass/gravity of my structure, How can I transfer it to the nodes in the structure? Is…
How to change direction of seismic load in STAAD Pro?
Hello everyone,
I'm trying to understand the Seismic Loads using SRA in STAAD.
The Code Goes:
STAAD SPACE START JOB INFORMATION ENGINEER DATE 28-Jul-16 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0 2 0 5 0 3 5 0 0 4…