Hi all, I am designing a HSS "through bolt connection". through bolt is passing through the flanges (parallel to depth) of the HSS. we have to check the local bending of the HSS wall. Direction of loading is mentioned in sketch
Hi all,
with reference to the below mentioned thread, canwesteng says "the overturning load case in Canada is 0.9D+1.4W which works out to a FOS of just over 1.5". Could anyone please let me know what is it for Seismic loads per NBCC 2015 or CSA A23 or any canadian codes. It just gives 1.0DL +...