Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 2.0 mm 1.5 mm 2.5 mm 1.0 mm 2.0 mm 1.5 mm 2.5 mm 1.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 2Vi % of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 300 mm and 32 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as gross diameter of bolt nominal diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm gross diameter of bolt nominal diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened column is increased by 5% 10% 20% 15% 5% 10% 20% 15% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to C. Both (A) and (B) Vertical load only None of these Horizontal shear only C. Both (A) and (B) Vertical load only None of these Horizontal shear only ANSWER DOWNLOAD EXAMIANS APP
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