Hi guys,
When gap elements are used with non-linear analysis, the results are given in the element's local coordinate system. (Gap X Force, Gap Y Shear Force, etc.)
However, when gap elements are used with "Gaps as Contact" in a linear analysis, the results are given in the global coordinate...
Hi everyone!
If I have a single load set with 10-12 single point loads applied to the same node, is there any way to display only the number of the sum of all these forces?
My problem is that FEMAP displays the value of each single load applied for the active load set, meaning tons of...
Where are the recovery/integration/gauss points in FEMAP solid elements?
For example, a 10 node tetrahedral element. Is there only one gauss point in the middle of the element?
Can anyone point me to some answers?
Hi guys,
I'm just wondering if it is possible to combine wind loads or live loads (Static) with the earthquake analysis (normal modes)?
I've performed my earthquake analysis by entering the response spectra directly, performing a normal modes, with the result being a conglomeration of a few...
