Could anyone help me about dual system in STAAD
1. How can I command Staad to carry 25% OF base shear on Moment frames and 75% on Walls?
- do I need to create two models for each and anlayze?
- use change command to analyze the system separately
- or can I create separate loading for...
hello,
Newbie here, practicing my design career.
I created a 2 story (recreational building) moment frame in which the ground floor columns are concrete and 1st floor beam and columns are steel (due to client requirements).
Plan dimension is 12mx39m
frame support = pinned
1st slab & roof =...