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Hi all, I am hoping someone can show me where I am going wrong with this analysis. I am trying to set the supports at A as able to uplift in Z: they resist gravity load but will uplift. Supports at B...
Hi All, I occasionaly use the Forterra beam and block family, it uses the roof by footprint - sloped glazing option to make a representation of a beam and block floor. I cant figure...
Guys, just a quick check on something. I have done a buckling analysis on the frame shown below, 100 kN applied at the top of each column. Up to now I have been reading the critical co-eff a...
Hi, I am running Revit 2021 and Robot 2020, both as a student. My structural analysis link to Robot is missing - I have tried downloading the 2020 version of the Structural Analysis Toolkit ...
Hi all, I am looking for some advice on how to do something - newish to Revit and this is the first time for this problem. The picture below is a plan on a ground beam layout. The r...
Hi All, I have a question on RC schedules. In the pictures, i am trying to get , for example - bar number 07 H12 150 (ie the total number). When i uncheck 'itemise every instance' the quanti...
Hi all, I'm new to Revit and I think this is probably an easy one. I have done a lot of tutorials but of course things are different when you start on your own! I have a concrete sl...
...ladding. What I am trying to do now is put a patch load on, for example the red square. I trued to use geometrical limits - not sure if this is correct? When i viewed the load, it showed it as a...
Hi, I have assembled the attached file as a time history, using the same principle as a seismic time history I recently used. The history denotes time (in seconds, left column) and wind spee...
Hi all, I am trying to run a linear buckling analysis on the attached model, and it is all working. What i want to do is release the 'wing' braces, that is the diagonal brace at each level, ...