Nomograph for effective lengths of columns
Nomograph for effective lengths of columns
(OP)
Why is there only 1 monograph in the Steel Manual? The one that is in the manual is for sidesway inhibited (shear walls, bracing.) Where is the monograph for sidesway uninhibited (for moment connections) to find K between 1 and 2? Did I miss something here?






RE: Nomograph for effective lengths of columns
RE: Nomograph for effective lengths of columns
RE: Nomograph for effective lengths of columns