Hi there I have a steel model with number of Tapered I section profiles. I want the Select Optimise to use from this list and and come up with least weight structure. This is using IS 800. Can someone help. Thanks Ashutosh

Using basic STAAD.Pro CONNECT Edition V22 Update 6. Have modelled user defined concrete I section. Want to design by BS/Euro concrete code by considering only the main bars. No shear link. Is this design possible in Staad Pro? STAAD SPACE START JOB…

Hello, In attachment you'll find a Staad file and it's user table file. While trying to run analysis, I encountered with an error message stating "Error in reading member properties" which have been defined in the User Table. Please note that the members…

I recently tried the feature of generating the properties of a built-up section by using the "Tools / Create user table / Add new property" then checking the "Define Profile Polygon" and inputting the perimeter points. I was able to generate the cross…

Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…

Hi, I apologise if this was already posted, please be gentle as I am a newbie. After reading the subject under the following Q/A: http://communities.bentley.com/Wiki/view.aspx/STAAD.Pro_Steel_Design_FAQ#Comments%20or%20Corrections…

I've created a shape of a wide flange with a plate welded on top in the section wizard. I've imported it into STAAD and assigned it to the necessary members. STAAD analyzes it just fine, but when I close the file and reopen it, STAAD does not recognize…