minimum capacity of the connections design
minimum capacity of the connections design
(OP)
hey
is there any limitation on the capacity of the connections in steel structures, i mean for example do i have to design the splice to hold a certain percentage of the beam capacity even if the actual load is less than that???
is there any limitation on the capacity of the connections in steel structures, i mean for example do i have to design the splice to hold a certain percentage of the beam capacity even if the actual load is less than that???






RE: minimum capacity of the connections design
RE: minimum capacity of the connections design