Specification for the use of high strength friction grip bolts in structural steelwork Part 1. General grade bolts
Use, in structural steelwork to BS 449, of bolts to BS 3139:Part 1. Rules for design, based on 'slip factor' defined as ratio of load required to produce slip in pure shear joint to shank tension induced in bolt by tightening. Methods of tightening to produce necessary shank tension. Inspe...
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| Language: | English |
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London
BSI
1960
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