Design of Steel Structure The portal bracing in a truss bridge is used to Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Stiffen the structure laterally Keep the rectangular shape of the bridge cross-section Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Stiffen the structure laterally Keep the rectangular shape of the bridge cross-section ANSWER DOWNLOAD EXAMIANS APP
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 300 mm 1000 mm 500 mm 600 mm 300 mm 1000 mm 500 mm 600 mm 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 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 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 4t 8t 3t 6t 4t 8t 3t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? lap joint butt joint with double cover plates None of these butt joint with single cover plate lap joint butt joint with double cover plates None of these butt joint with single cover plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
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