Description (same model as DC EC 01) Indepent reference results Diamonds results and comparison According to EN 1992-1-1 [- -] Longitudonal reinforcement calculated by Diamonds (EN 1992-1-1 [- -]) According to EN 1992-1-1 [BE] Longitudonal reinforcement calculated by Diamonds (EN 1992-1-1 [BE]) References EN 1992-1-1: 2005 + AC: 2010 Van…
Description Indepent reference results Diamonds results and comparison Shear reinforcement calculated by Diamonds The thin line, corresponds to the required shear reinforcement (86mm²/m), the thick line corresponds to the minimum shear reinforcement (160mm²/m) References EN 1992-1-1: 2005 + AC: 2010 Van Hooymissen, L., Spegelaere, M., Van Gysel, A., & De…
Description Diamonds results and comparison Snow loads generated by Diamonds References Oppe, M. (2005). Example: Determination of loads on a building enveloppe. Calculation Sheet Access Steel, SX016a-EN-EU.
Description Diamonds results and comparison Wind loads generated by Diamonds 1. The peak pressure cannot be requested as a result in Diamonds. But it is possible to request it as an intermediar results using this method. 2. The independent reference states that the load in zone D should be 4.59kN/m…
Description Results Deformation in Diamonds References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 03: poutre élancée sur 3 appuis.
Description Indepent reference results Diamonds results and comparison Load 1: global temperature change Load 2: lineair gradient in local y’ direction Load 3: lineair gradient in local z’ direction References Hibbeler, R. (2006). Sterkteleer, 2/e. Pearson Education. Weaver, W., & Gere, J. M. (1990). Matrix analysis of framed structures Table…
For example: you want to retrieve the internal forces in point 2 of this frame. Show the internal forces. Select the bars in node 4 and click on . Click on the button . Select the option Common point. The data table now shows the internal forces only at the end nodes…
Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 02: poutre élancée encastrée-libre, replieée sur elle-même.
This article concerns practical reinforcement defined using the module , not the practical reinforcement defined with the right mouse button. Delete one reinforcement zone Select the relevant plate(s) and open the pratical reinforcement module . Select the relevant zone and hit DEL. If you have trouble selecting, activate the selection…
[This feature is available in Diamonds 2024 or newer] To show the anchorage length on the screen: Select the relevant plates and open the practical reinforcement module . Open the configuration settings and go to the tab-page ‘Reinforcement’. Check the option ‘Show anchorage length’ and set the desired length (X…
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