Limit state design in IS 456 and IS 800? Bhai, in books it’s about calculating strength so the structure doesn’t fail, but here my sahab just tells me to follow the standard drawings from the panchayat plan and make the columns thicker. Detailing I do learn from old site dhakis, not codes, because our local mistri won’t follow complex bar bending schedules anyway. Honestly, the real ‘limit state’ I check is if our steel order will arrive before the monsoon, or if my dadi’s 7 PM whistle will go off before the site power cut.
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