About this document
Tie-Back Force and Steel Area Calculations by diaaja is a document available to read on EtoBox.
The report details the calculation of tie-back forces and required steel areas for various cases based on a maximum inclination angle of 60°. It provides specific calculations for net axial forces, tie-back forces, and required steel areas for 11 cases. The results emphasize the need for adequate reinforcement in the floor slab to resist in-plane forces at connection points.
- Author
- diaaja
- Language
- EN