jorgeh2000
2010-04-04, 07:21 PM
HI
Who can tell me how do I work with composite section in RSA. (Steel deck +steel beam+ studs conectors for shear).
Also,
When two members such as a beam and column are connected at a point, there is some overlap of the cross-sections. In many structures, the dimensions of the members are large, and the length of the overlap can be a significant fraction of the total length of the frame element.How can I defining end length offsets along the length of frame elements to account for these finite dimensions of structural elements.
Thanks!
Who can tell me how do I work with composite section in RSA. (Steel deck +steel beam+ studs conectors for shear).
Also,
When two members such as a beam and column are connected at a point, there is some overlap of the cross-sections. In many structures, the dimensions of the members are large, and the length of the overlap can be a significant fraction of the total length of the frame element.How can I defining end length offsets along the length of frame elements to account for these finite dimensions of structural elements.
Thanks!