

Steel Structure Design - Engineering
Q1: 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 everyA 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.
ANS:C - 2.0 mm thickness of packing No answer description is available. |


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