I am looking for books on details of steel tall buildings (not design principles). Would you please reccomend me?
I really appreciate that.
Thanks
Duong, Sai Gon, Viet Nam
I am designing a pre-engineered building as per ASCE 7-98. As far as wind load is concerned, I don't know how to apply torsional moment as mentioned in figure 6-9 (section 6.5.12.3) to the 2-D rigid frames. Would you please explain to me the nature of this moment and how to deal with it ...