About this document
Structural Steel Tension Member Design by Steve Baria is a document available to read on EtoBox.
This document summarizes the design of a structural steel tension member. It determines: - The load combinations that govern, with Load Combination 2 governing at 82 kips of tensile strength required. - The required net cross-sectional area to be at least 3.14 in^2 to resist the tensile and block shear strengths. - The required radius of gyration to be at least 0.6 in to satisfy slenderness limitations. - An L4x4x1/2 single angle member meets all requirements with a gross area of 3.75 in^2 and radius of g
- Author
- Steve Baria
- Language
- EN