Effective width of H-beam plus deck plating?
Effective width of H-beam plus deck plating?
(OP)
One of my H beam is not strong enouth, so I try to consider the plating(on top of h-beam).
Normally we can get the Effective width according the AISC
B section(such as T beam or angle).
But for H beam, the flange and the plating is a composite section, so the T should be the thichness of flange thichness or the thichness of total?
Normally we can get the Effective width according the AISC
B section(such as T beam or angle).
But for H beam, the flange and the plating is a composite section, so the T should be the thichness of flange thichness or the thichness of total?





RE: Effective width of H-beam plus deck plating?