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This edition can be exported from India only by the publishers, Tata McGraw Hill Education Private Limited.

ISBN (13): 978-0-07-070034-5 ISBN (10): 0-07-079034-6

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BUREAU OF INDIAN STANDARDS MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG

NEW DELHI 110002

© BUREAU OF INDIAN STANDARDS

Edition: 1st 1959

Edition : 2nd (Revised) 1964 Tenth Reprint February 1985 Fifteenth Reprint August 1991 Eighteenth Reprint October 1995 Ninteenth Reprint December 1998

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ABOUT 

This lodian Standard (Third Revision) was adopted by the Bureau of Indian Standards, after the draft finalized by the Structural Engineering and Structural Sections Sectional Committee had been approved by the Civil Engineering Division Council.

The stoel economy programme was initiated by erstwhile Indian Standards Institution in the year 1950 with the objective of achieving economy in the use of structural steel by establishing rational, efficient and optimum Standards for structural steel products and their use. IS 800: 1956 was the first in the series of Indian Standards brought out under this programme. The standard was revised in 1962 and subsequently in 1984, incorporating certain very important changes.

IS 800 is the basic Code for general construction in steel structures and is the prime document for any structural

design and has influence on many other codes governing the design of other special steel structures, such as

Towers, bridges, silos, chimneys, etc. Realising the necessity to update the standard to the state of the art of the

stcel construction technology and economy, the current revision of the standard was undertaken. Consideration

has been given to the developments taking place in the country and abroad, and necessary modifications and

additions have been incorporated to make the standard more useful.

The revised standard will enhance the confidence of designers, engineers, contractors, technical institutions, professional bodies and the industry and will open a new era in safe and economic construction in steel. In this revision the following major modifications have been effected:

a) In view of the development and production of new varieties of medium and high tensile structural stels In the country, the scope of the standard has been modified permitting the use of any variety of structural steel provided the relevant provision of the Mandard are satisfied b) The standard has made reference to the Indian Standards now available for rivets, bolts and other fasteners.

e) The standard is based on limit stue method, reflecting the latest developments and the state of the art. The revision of the standard was based on a review cartied out and the proposals framed by Indian Institute of Technology Madras (IT Madras). The project was supported by Institute of Steel Development and Growth (INSDAG) Kolkata. There has been considerable contribution from INSDAG and IIT Madras, with assistance from a number of academic, research, design and contracting institutes/organizations, in the preparation of the revised standard.

In the formulation of this standard the following publications have also been considered:

AS-4100 -1998

BS-5950-2000

Part 1

CANICSA

Steel strictures (second edition). Standards Australia (Standards Association of Austratia).

Homebush, NSW 2140

Structural use of steelwork in building

Code of practice for design in simple and continuous construction: Hot rolied

soctions, fBiritish

Standards Institution, London, Limit states design of steel structures, Canadian Standards Association, Readale (Toronto),

Ontario, Canada M9W 1R3.

ENV 1991-E: Eurocode 3: Design of steel structures

1992 Part 1-1 General rules and rules for buildings

The composition of the Committee responsible for the formulation of this standard is given in Annex 1.

For the paper of deciding whether a particular requirement of this standard, is complied with the final value. served or calculated expressing the result on a test or analysis, shall be rounded off in accordance with IS 2. 1960 Rules for munding off numerical values ( The number of significant places retained in the tounded off value should be the same as th