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thank you
regards

Dear stko team,
I am continuously recieveing the error as shown in the screenshot. I checked all bars and concrete sections and all the element and physical properties are assigned properly.
Can you plz mention the reason for the error?
The model is also attached herewith.
THanks

Okay. thanks

Dear Stko team, I am facing problem in cutting the section of 3d fem exact at the same location of bars provided in the geometry of beam only (as cuts for the bars of the columns are already done). Problem is that 1. I select the main Solid geometry of beam after selecting "Subtract command" 2. Then...

exactly, As I am meshing beam-column and both have four corners and four sides of the section as shown. But sometimes the size of the column section is 300 mm X300 mm while the bars have the concrete cover of 25 mm. So, in that case, it gets difficult to divide it into equal sections with a concrete...

The issues in "GHobarah2002 merged2.zip" is that Near to supports and top of the columns it's difficult to make the mesh quadrilateral although I selected the Quad and structural option in Mesh Control. Picture of this model are GHobarah2002 unmerged2, 2a and 2b. Secondly, in GHobarah2002 merged3.zi...

Dear Stko team,
Can you please that how can I regular the mesh of the attached model without changing the spacing of bars?
Regards

Thank you very much

thanks for your kind response. The size of the mpco files is shown in the attached screenshot. The following statement is mentioned in the paper regarding displacement history: "An increment of the imposed horizontal displacement every three cycles were considered in order to evaluate the strength a...

Dear stko team, I run 2d model. It took about 18 hours to complete the analysis. but it is taking a very long time (more than 4 hours) in uploading the results in post-processor after opening the database. Only 72% of the results are loaded in more than 4 hours as shown in the attached screenshot. I...