Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by lacing perforated cover plates battening tie plates lacing perforated cover plates battening tie plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Compression in rivets Shear in rivets Tension in rivets Strength of rivets in bearing Compression in rivets Shear in rivets Tension in rivets Strength of rivets in bearing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.33 d 1.25 d 1.75 d 1.5 d 1.33 d 1.25 d 1.75 d 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 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 40° to 70° 90° 30° to 40° 10° to 30° 40° to 70° 90° 30° to 40° 10° to 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Double deck type Deck type Half through type Through type Double deck type Deck type Half through type Through type ANSWER DOWNLOAD EXAMIANS APP
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