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This Indian Standard the draft finalized by ( First Revision ) was adopted by the Bureau of Indian Standards, after the Structural Engineering Sectional Committee had been approved by the Civil Engineering Division Council. Use of high strength bolts in structural connections is fast gaining popularity over the conventional bolted connections. These structural connections which could be either bearing type or friction type have rigidity or continuity comparable with what is achievable in welded construction. The strength of the joint fabricated by means of these bolts is obtained by bearing or friction ( grip ) developed as a result of very high initial tension in the bolts produced by tightening the nuts to the specified bolt tension. This standard was first published in 1967. In this revision following important modifications have been effected: i) Bolts of property class 8.8 and 19.9 as covered in IS 3757 : 1958 ‘High strength structural bolts ( second revision )’ have been specified. ii) In addition to friction type joints, joints subjected to tensile force only in the direction of the bolt axis and bearing type joints have been covered. iii) In the method of tightening of bolts, the ‘torque control method’ has been replaced by use of ‘direct tension indication device’. iv) Fabrication and assembling provisions have been elaborated. v) A method for the determination of slip factor for the different surface conditions has been included. In the preparation of this code, considerable assistance has been derived from AS 1511-1984 SAGA High Strength Structural Bolting Code’, issued by Standards Association of Australia (SAGA).
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