asdeasoft.net

Hi, "Plain" constraint handler cannot enforce non-homogeneous (non-zero) constraints directly. That is why the warning was given before the analysis mentioning that homogeneous (zero) constraints is assumed. So, you can use either "Penalty" or "Transformation" or "Lagrange" constraints in the ...

Hi, why don't you try cutting the prism with an inclined plane instead of using extrude command.

Hi, You can post it here or contact me personally at kesavapraba@gmail.com

Hi, I think STKO Team meant any spacing in the kperm string. For example, if your kperm is "Hi there", you can notice the space between Hi and there.

Hi, There is one issue with your model - review at how you model the connection between the beam and slab. Attached figure shows the issue. Also, I don't think you can aggregate section response in dispBeamColumn elements, only forceBeamColumn works with the aggregators. There may be other issues as ...

Hi, Please define "Local Axis" as seen in other elements and assign it to the element that needs modification. To understand about local axis, please refer to STKO manual document.

Hi,

I've reviewed your models and it appears the problem lies in how the soil's solid component is being handled. there's likely an inconsistency stemming from the soil geometry creation using the selection set. (Remember to ensure the "selection geometry" option is always enabled.)

The deformed ...

Hi,
[1] Please attached file below. You can see the fiber Gauss points under 'Beam/Shell Fiber Color Map'
[2] This is strange. Check how you establish the interaction between the tunnel and soil elements
[3] Open a plot under 'Deformed Shape' -> Select the node where the displacement is required ...

Hi, Do you work with limited/trial version of STKO? There is restriction on number of elements that you can use in limited trial version. Please check it.

Unit system, apart from SI, is not available right now in STKO section editor. However, STKO Team may probably add it in PyMpc.Units package or Python API.