About this document
M3G.5.CD671 1224F1 by Anson Cheung is a document available to read on EtoBox.
This study analyzes the deflection of post-tensioned slabs in a four-story office building using the ADAPT program, focusing on the impact of shoring during construction. A load transfer coefficient of 0.73 is established to better predict slab deflections during the concrete pouring stage, highlighting discrepancies between models with and without shoring. The findings suggest that while deflections are similar in the shored model, the unshored model reflects more realistic deflection patterns, particularl
- Author
- Anson Cheung
- Language
- EN