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Design of Bolted WF Splice Connections for combined loading

Thread starter jochav5280
Start date Jan 20, 2010

Status: Not open for further replies.

Jan 20, 2010

jochav5280

Structural

I need to design a bolted wide-flanged splice connection for combined axial, moment, torsion, and shear loading. Would someone please recommend a good design resource to follow. I think I pretty much know what limit states to check, but it's always nice to have an example problem of some type to check myself against.

Thank you,

jochav5280