Lateral Deflection Limits for open structures
Lateral Deflection Limits for open structures
(OP)
I am designing a search facility that basically consists of steel framing. Wondering what deflection limits I need to use to design my lateral system. I am providing momonent connections at beam column joints and pinning the columns at the base.






RE: Lateral Deflection Limits for open structures
RE: Lateral Deflection Limits for open structures
RE: Lateral Deflection Limits for open structures
$/L for government structures.
Mike McCann
MMC Engineering
RE: Lateral Deflection Limits for open structures