Discussion :: Steel Structure Design
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IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying calculated shear stress through a packing greater than 6 mm thick, is to be increased by 2.5% for every
A.
1.00 mm thickness of packing
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B.
1.50 mm thickness of packing
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C.
2.0 mm thickness of packing
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D.
2.50 mm thickness of packing
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E.
3.0 mm thickness of packing.
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