During the installation of Diamonds/ PowerConnect/ BIM Expert, the old version of Gateway is overwritten by the new one. Unfortunately this process doesn’t always go perfectly and sometimes multiple versions of Gateway end up on your computer. Causing communication issues with Diamonds/ PowerConnect/ BIM Expert. In Control Panel > Programs…
Diamonds can take as many soil layer profiles into account as you have. But the bigger question is “Is it meaningful to take multiple soil layer profiles into account?” Traditionally, a soil investigation company performs 3 cone penetrations tests (CPT) on a property. Because it creates a safety net: if…
Content Analysis Static SLL 01: Fixed beam with various loads SLL 02: Shear deformation in simply supported beam SLL 03: Beam on three supports SLL 04: Stepped cantilever loaded with torsion SLL 05: Bending of rigidly connected beams SLL 06: Beam on elastic foundation SLL 07: Beam on elastic foundation,…
Description Indepent reference results Diamonds results and comparison Longitudonal reinforcement calculated by Diamonds (EN 1992-1-1 [- -]) The reinforcement due to ULS is shown using a thin line, the reinforcement due to ULS + SLS + buckling with a thick line. Because the SLS verification were turned off, the thick…
Description Indepent reference results Diamonds results and comparison Axial force in Diamonds References Minne, P. (2024, 26 maart). Structurele analyse van betonen platen en wanden [Presentatieslides 127-134; Pdf].
Description Indepent reference results Diamonds results and comparison Longitudonal reinforcement calculated by Diamonds (EN 1992-1-1 [- -]) 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…
Description Indepent reference results Diamonds results and comparison Cracked deformation calculated by Diamonds (EN 1992-1-1 [- -]) 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…
Description 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 Hooymissen, L., Spegelaere, M., Van Gysel, A.,…
When creating the combinations, you get the following error: Solution This error is given when you ask too many load combinations. The expected number of ULS combinations is explained in this article. It is advised to keep the number of ULS combinations below 5000 (on average – depending on your…
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