About this document
Post-Tensioned Beam Design Calculations by senthilce02 is a document available to read on EtoBox.
The document outlines the design calculations for a post-tensioned beam in a commercial building, detailing the moment resisting capacity and design data including material grades and dimensions. It provides specific calculations for effective depth, area of prestressing steel, and moment capacities, as well as stresses at service conditions. The total flexural capacity of the section is calculated to be 1942 kN-m, with a design moment at the critical section of 10000 kN-m.
- Author
- senthilce02
- Language
- EN