high rise building

we entered the wall loads as dead loads. 150 kg load for M2. Normally, I was entering it as a live load, but since the reduction factor in Ts498 table 8 was applied, we thought that we would make an incomplete load. In the İdecad analysis settings / load-security tab, this process can be applied to the structure selectively.
 
You must log in or register to reply here.
Back
Top