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What is W Section Beam Column Design Analysis about?
This document contains input parameters and calculations to check the design strength of a W44X335 wide flange steel beam-column member subjected to combined axial compression and bending loads according to AISC LRFD specifications. Key input values include factored axial load of 350 kips, factored bending moments of 228 kip-ft about each axis, and member length of 160 inches. Calculations are presented to check axial compression capacity considering elastic buckling, and flexural capacity considering yield
- Author
- Sopna Prem
- Language
- EN