chs vierendeel frames
 

chs vierendeel frames
i am looking for information on joint capacities for a vierendeel frame made up of chs members. i have formulae for joint plastification for bracing members in chs to chs connections but these are only for axial forces.
carl bauer
cant offer you any specific advice, but the followwing 2 websites may help:
"hollow structural section: connections and trusses - a design guide" by jeff packer is one of the better hss design manuals currently published.
dik