About this document
Pile Design for Pier Structural Analysis by Umesg is a document available to read on EtoBox.
1) The structural designer analyzed a pier structure to determine load combinations, bending moments, shear forces, and axial forces on the pile cap and piles from the longitudinal and transverse directions. 2) The maximum bending moment from the analysis was 760.48 kNm in the longitudinal direction. 3) The designer then calculated the pile
- Author
- Umesg
- Language
- EN