About this document
Column Design Calculation Report by JONHCENA13 is a document available to read on EtoBox.
This document contains the design calculations for a concrete column. It summarizes that the critical load case is load case 3, with axial load + bending about the Y-Y axis. The maximum moment is 1301 kNm near mid-height. Reinforcement of 16690 mm^2 of steel is required, with a safety factor of 1.12 for the critical load case.
- Author
- JONHCENA13
- Language
- EN