Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 1:1 1 : V2 2: 1 V2 : 1 1:1 1 : V2 2: 1 V2 : 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only Vertical load only None of these C. Both (A) and (B) Horizontal shear only Vertical load only None of these C. Both (A) and (B) 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 3 00 mm and 24 t lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 3 00 mm and 24 t lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 200 mm and 12 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 2.0 mm 1.0 mm 2.5 mm 1.5 mm 2.0 mm 1.0 mm 2.5 mm 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 6t 3t 4t 8t 6t 3t 4t 8t ANSWER DOWNLOAD EXAMIANS APP
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