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Warning based on superceded (old) code appears in Seismic analysis using IS 1893 pt 1.

STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...
3 months ago in STAAD.Pro 0 Needs review

Is there any possibility to update IS 802 latest code in stadd pro connect in near future?

Is there any possibility to update IS 802 latest code in stadd pro connect in near future? Till now IS 802 1995 is provided instead of IS 802 2016
4 months ago in STAAD.Pro 0 Needs review

Scale factor for displacement quantities in response spectrum analysis as per IS 1893:2016 amendment no-2 (additional clause 7.7.3.2) regarding

It is understood that while performing response spectrum analysis, the scale factor (V_b/V_B ) Where,V_b=Equivalent static base shear,〖 V〗_B Response spectrum base shear), is automatically accounted for calculation of design base shear. But,this s...
10 months ago in STAAD.Pro 0 Needs review

ASME-STS-1 2021

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.
almost 2 years ago in STAAD.Pro 6 Future consideration

I section. Tapered versus User Table

I found that when I use USER TABLE with AISC 2010 or 2016 the values of table B4.1b are wrong. The limit lambda r for non compact and slender flange is not o.k. Is it possible to review those values for the USER TABLE? Thanks
over 5 years ago in STAAD.Pro 1 Will not implement