Hello All,
I was manually calculating the bending capacity of the built up I sections as per IS-800 and found that the results for compact and semi-compact webs were not matching with the STAAD results.
I have attached the snap of my manual calculation, as well as the STAAD result. The sectional properties are matching exactly.
Kindly provide your expertise in this regard. It will be very much helpful.
Also, if we see the section classification for the attached member [450x5(web) + 175x8(flanges)], the web is classified as "Compact" in STAAD, whereas actual classification has to be "Semi-Compact". Clarify this as well.
Regards,
Parishith J
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