Description
Geometry | Cross-section: | ![]() ![]() |
---|---|---|
Material: | C25/30 | |
Concrete cover: | ![]() |
|
Reinforcement distribution: | Identical Only upper and lower |
|
Load | Design forces: | ![]() ![]() |
Standard | EN 1992-1-1 [- -] |
Indepent reference results
Diamonds results and comparison
Longitudonal reinforcement calculated by Diamonds (EN 1992-1-1 [- -])
Results | Independent reference | Diamonds | Difference |
---|---|---|---|
Longitudonal reinforcement | 518mm² | 514mm² | ≈ 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.