When we are assigning ISMB 400*450 Box Section (Double Profile) while designing in Code IS-800-2007-LSD , Members are not able to design & Error coming. Kindly resolve the issue.

Unless I am mistaken in order to run a direct analysis, you specify notional loads. However, per the specification it is allowable to use direct modeling of imperfections per C.2a. There is a way to specify camber and drift for members, but from w...

Extend existing STAAD.Pro to ADINA interop to export cross-section dimensions in addition to the existing "General" cross-section type so that nonlinear elastic-plastic material can readily be applied to beeam elements.

Provide the Turkish Seismic Code (TBSC-2018) which was updated in 2018 for static seismic and response spectrum loading. Code attached.

I think it is a good idea to allow users to name their Tapered sections as with the prismatic sections or sections created by user table. Because many times user creates many tapered sections in his model, andt when it comes to modifying one of th...

Evidently when performing steel design to Euro code (perhaps the same for other codes) you can only now see utilisation ratios. You no longer have the capability of seeing the detailed design results to check if your effective length or steel grad...

Add the ASME-STS-1 2021 file as an option for the results of the analysis. There are only four equations from ASME, then everything defaults to AISC 2016, so most of the work is done.

SAMPLE BUCKLING LENGTH ALLOWABLESTRESS MEMB LY(m) LZ(m) UNL(m) KY KZ UNF FA(N/mm2) FT(N/mm2) FCZ(N/mm2) 1001 1.000 2.000 1.000 1.000 1.000 1.000 93.400 156.670 138.250 1002 2.500 5.000 2.500 1.000 1.000 1.000 93.400 156.670 138.250 1003 4.000 8.00...

It is painful task to add DJ1 and DJ2 for deflection check in design paramter. Instead create SPAN command , which allows to add a set of members in a SPAN command to calculation local y and z deflection and actual DFF against allowable DFF. This ...

Include a Design category as part of the load case/combination definition so that when a design includes the load case/combination, it 'knows' how to consider the analysis results in the design without having to create a load envelope of a given t...