Description
Geometry | Cross-section: | |
---|---|---|
Material: | C25/30 | |
Concrete cover: | ||
Load | Self-weight: Dead loads: |
neglected |
Internal forces | ||
Standard | EN 1992-1-1 [- -] | |
Reinforcement | from Diamonds model |
Independent reference results
Diamonds results and comparison
Shear reinforcement calculated by Diamonds
Web reinforcement due to shear calculated by Diamonds
Results | Independent reference | Diamonds | Difference |
---|---|---|---|
Shear reinforcement | 1174 mm²/m | 1174 mm²/m | 0% |
Web reinforcement due to shear | 211 mm²/m | 211 mm²/m | 0% |
References
- EN 1992-1-1: 2005 + AC: 2010
- Van Hooymissen, L., Spegelaere, M., Van Gysel, A., & De Vylder, W. (2002). Gewapend beton. Academia Press
Keep in mind that the calculations in this book are made done using the NBN B15-002/ ENV 1992-1. Both old standards. However, this book still remains a good reference if you want to understand how reinforcement calculations work. - Gruyaert, E., & Minne, P. (2019). Gewapend beton: numeri.
This reference is a summary of Gewapend beton (2002) but with updated formula and principles according to EN 1992-1-1. This document contains multiple graphs and tables helping the design of reinforced concrete.
- Tested in Diamonds 2024r01.