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If one has a wall sitting on a beam; is there any way to apply releases to the wall panel (shell) such that the panel does not provide flexural rigidity where the reduced panel force MRZ is cero? &n...
- Tags:
- wall shell releases
...annot convert the analytical panels into walls or floors I looked into this link (https://trello.com/b/ldRXK9Gw/revit-public-roadmap) but I cannot follow it Please help
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Revit 2023 Analytical Automation
When using the soil load calculator (loads > special loads > soil pressure...) The input parameters for my own soil do calculate the correct coefficients ka k0 kp However if I compare the app...
- Tags:
- soil Pressure
I have done a small model with the DAM analysis method in RSA 2020 Notional loads are created but I don't understand why the DAM MODEL reports all values at 0 For example Maximum 2nd order drift to...
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direct analysis method
In RSA 2020, when using ACI 318-11 one can define a Seismic Risk parameter in the Definition Parameters window. When using ACI 318-14, this option is not available. Is this not implemented yet? Am ...
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RC BEAM
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RC Column Design
I am not a geotechnical engr.; is the "elastic foundation coefficient" Kz used by RSA (found in Geometry>Properties>FE thickness dialog in Parameters of foundation elasticity) the same as "modu...
I am having the same issue with results connect 2018. Please attach installation file for 2018
Thank you
- Tags:
- results connect 2018
I am trying to understand how Robot handles the buckling analysis problem. I have been going through different posts, without finding a solution to my problem. AISC has a benchmark problem case to t...
Where can one download the excel macro referenced in slide 40 in the "Introduction to seismic and spectral analysis" webinar
Do you have an example on how can one create a "user atomatic load combinations"? The code combinations in Costa Rica are slightly different than the one RSA has built-in