About this document
Short Column Capacity Analysis Report by rodriguez.gaytan is a document available to read on EtoBox.
The document analyzes the capacity of a short column (C-1) with a rectangular cross section. It provides material properties and section details, including rebar arrangement. An interaction diagram is generated based on ACI 318 criteria for short columns. The factored axial and moment capacities are determined to be 1488 kips and 176 kip-ft, resulting in a stress ratio of 40% compared to the column
- Author
- rodriguez.gaytan
- Language
- EN