Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 40% 30% 60% 50% 40% 30% 60% 50% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h 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 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 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 Economical depth of a plate girder corresponds to minimum thickness of web minimum weight minimum depth maximum weight minimum thickness of web minimum weight minimum depth maximum weight ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Tension in rivets Compression in rivets Strength of rivets in bearing Shear in rivets Tension in rivets Compression in rivets Strength of rivets in bearing Shear in rivets ANSWER DOWNLOAD EXAMIANS APP
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