engineering recuitment UKPSC Polytechnic Lecturer Mock Test 2024 Design of Steel Structures General Design Principles
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
1
1.00 mm thickness of packing
2
1.50 mm thickness of packing
3
2.0 mm thickness of packing
4
None of these