Search results for query: *

You would need to define a slab > Section properties > Slab Sections. Then draw a slab area at the floor and then apply loads. Now you have two options, you can let ETABS automatically mesh ( or you do meshing) and as such you need to have the proper load path (like columns and walls). Or...

Thanks for quick reply and the link. The results.setup.sectioncutselectedforoutput only belongs to SAP2000. But there should have been something similar in ETABS. Say there are two SECCUTs in ETABS, SECCUT1 & SECCUT 2. User opens the model and selects SECCUT1 and gets some results from table and...

in CSI SAP2000 api there is "Results.Setup.SetSectionCutSelectedForOutput" to set a section cut as true for retrieving results. Although when a section cut is created in model it is automatically set as true in SAP & ETABS, but if user changes selection in Display Table and saves the model then...

@sticksandtriangles thanks for your quick reply. Truly appreciated.

I am trying to extract forces for a specified spandrel at a specific story and location, but the results are provides for all spandrels on all stories and at left & right. I have tried double and single quotations or defining parameters as arrays but no change in results. There seems to be no...