asdeasoft.net

Is anyone available to sort the issue I am facing?
I am running a beam-column assembly with truss element for rebars/stirrups and layered shell for concrete. screenshot of error along with STKO pre-processor file r attached herewith.
Thanks in advance

More than thanks

The work tree and command bar is missing from the Preprocessor window.
It happened when I switched to the post-processor window and I deleted the work tree & command line of the Preprocessor window appeared in the Postprocessor window.
The screenshot is attached here.

Thanks for the response. I already added the longitudinal steel in the layered shell by in terms of equivalent area = area of one longitudinal bar divided by its spacing along with the thickness (width of the beam). But the issue is: 1. what will be the difference b/w section without and with shear ...

I am using layered shell element in STKO for 2d model of the beam/column and I have a beam of 300X300 mm then how to add the area of the Longi. steel and stirrups in the shell along with concrete section? I added the equivalent area of L.Steel by diving area of one bar by the spacing (for bottom/top...

Thanks for the response. The file is attached here for ur consideration.

I am receiving an error after analysis of FEM 2d model of RC beam-column assembly. Can U plz help. THe error and options selected for V & H analysis are shown below in screenshot.

The following error occurs when try to run the model: PSUMAT - NOT DEFINED IN THIS VERSION, SOURCE CODE RESTRICTED PSUMAT - NOT DEFINED IN THIS VERSION, SOURCE CODE RESTRICTED PSUMAT - NOT DEFINED IN THIS VERSION, SOURCE CODE RESTRICTED SSPbrick element - Written: C.McGann, P.Arduino, P.Mackenzie-He...

Is it possible to assign two different sections to the same member of a structure like If someone likes to assign two sections (with different spacing of the stirrups) to a beam? I have a beam in which the spacing of the stirrups varies along the length, as a result, the beam needs to be divided int...

Sir, the load-displacement curve for the applied load along with the file is attached for ur kind scrutiny. The issue is that degradation in the response of the beam load vs displacement is not observed for the applied load. What can be the possible reason for it? Originally the author (who used Ope...