Ductile detailing for steel structures | Draft IS code

Ductile detailing for steel structures | Draft IS code

For steel structures, earthquake resistant design related specifications / details are mentioned in section 12 of IS 800 : 2007. Also, there are few modifications made in NBC 2016 with respect to earthquake resistant design provisions for steel structures.

Recently, BIS has published a draft code for earthquake resistant design and detailing of steel buildings, similar to IS 13920 for RCC structures.

?Title of the document : Earthquake Resistant Design and Detailing of Steel Buildings

Last date for comments:?23-JUNE-2022

?Link for downloading the document:?https://www.services.bis.gov.in/php/BIS_2.0/dgdashboard/draft/darftdetailcomm/210/3/CED-%2039

This document covers the requirements for designing and detailing of steel structures to resist the earthquake load. It includes the detailing requirements for SMRF, SCBF & EBF systems. It is going to be very important standard for earthquake resistant design of steel structures.

We are planning to organise live discussion for the document shortly. The schedule for live discussion will be announced very soon. Meanwhile, please go through the document and you may share the discussion points at email address : earthquake@sqveconsultants.com

Let's work together for improvement in our IS codes...

An unique online course STEEL-STR-001 for design of steel structures will commence from 26th May, 2022. For more details, please refer link: https://sqveconsultants.com/steel-str-001

Taufique Sawant

TISEC - Civil Engineering Designs, Project Management and Consultancy

2 å¹´

Looking forward for a job opportunity

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In my opinion you can refer AISC code commentary as the IS code provisions are copied from there.

Congratulations! Please keep it after 14th June so that I can also attend.

Bhavin Shah

Founder & CEO, SQVe Consultants

2 å¹´

There are significant changes in the draft code with respect to section 12 of IS 800 : 2007. You may further study the document and share your views / comments / doubts, etc.

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