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civil engineering steel structure design
1. 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
(B): 1.50 mm thickness of packing
(C): 2.0 mm thickness of packing
(D): 2.50 mm thickness of packing
(E): 3.0 mm thickness of packing.
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