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 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.

ANS:C - 2.0 mm thickness of packing

No answer description is available.