About this document
Column Design Analysis ACI 318-14 by JuanAlfaroRodríguez is a document available to read on EtoBox.
This document provides a summary of the design of a concrete column. Key details include: - The column has a 40 inch by 36 inch cross section and is designed for 1700 kips of axial load and 1800 ft-kips of bending moment. - Reinforcement includes 8 #8 bars and ties spaced at 12 inches. - Analysis shows the column has adequate capacity for the factored loads with a flexural capacity of 2757 ft-kips and shear capacity exceeding the factored loads of 130/150 kips. The design satisfies code requirements for re
- Author
- JuanAlfaroRodríguez
- Language
- EN