design connections between RHS to existing UB column
design connections between RHS to existing UB column
(OP)
Hi guyz,
i am trying to design a roof rack for a friend's small factory, a RHS column bolted onto the side of the UB column ( please refer to the attachement). how do i design the connections between RHS & UB column?
thanks for helping out.
i am trying to design a roof rack for a friend's small factory, a RHS column bolted onto the side of the UB column ( please refer to the attachement). how do i design the connections between RHS & UB column?
thanks for helping out.






RE: design connections between RHS to existing UB column
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RE: design connections between RHS to existing UB column
thank you very much. (please refer to the revised jpg file)
RE: design connections between RHS to existing UB column
2. How were those loads calculated? AS4100 section 9 includes minimum design capacity of connections.
3. The connection as shown will provide a "pinned" connection but would have to be modified to carry moment. (Although loads are so small you would probably get away with it.)
4. Basics of connection design are covered in ASI "design of Structural connections"
RE: design connections between RHS to existing UB column
RE: design connections between RHS to existing UB column
RE: design connections between RHS to existing UB column
Experience will let you guesstimate an answer but will not guarantee a successful one.
RE: design connections between RHS to existing UB column
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