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 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against All of these shear buckling of web plate yielding compression buckling of web plate All of these shear buckling of web plate yielding compression buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 85 t 50 t 250 t 200 t 85 t 50 t 250 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Tension in rivets Strength of rivets in bearing Compression in rivets Shear in rivets Tension in rivets Strength of rivets in bearing Compression in rivets Shear in rivets ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing, shear and bending bending and shear bearing and shear bearing and bending bearing, shear and bending bending and shear bearing and shear bearing and bending 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 90° 40° to 70° 10° to 30° 30° to 40° 90° 40° to 70° 10° to 30° 30° to 40° ANSWER DOWNLOAD EXAMIANS APP
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