About this document
AISC LRFD Steel Design Summary by RIYA HAZARIKA is a document available to read on EtoBox.
This document provides design calculations for an HSS10X6X1/2 steel section. Key inputs include a yield strength of 46 ksi. It calculates strong axis bending capacity as 148.35 kft, which exceeds the demand of 120 kft. For weak axis bending, the yield capacity is 103.85 kft. It also checks for local and distortional buckling.
- Author
- RIYA HAZARIKA
- Language
- EN