About this document
Truss Connection Design Example by ramu karri is a document available to read on EtoBox.
1) The document describes the design of a steel truss chord (AB) that must support an axial force of 220 kN. 2) Two design possibilities for the chord connection are considered: welded or bolted. 3) For welded connections, a cross section of two 50x50x5mm angles satisfies the requirements to resist the axial force. 4) For bolted connections, this initial cross section is not adequate and a larger section of two 60x60x6mm angles is needed to resist the force.
- Author
- ramu karri
- Language
- EN