Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.5 mm 1.0 mm 2.5 mm 2.0 mm 1.5 mm 1.0 mm 2.5 mm 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing not prohibited prohibited permitted at start and end of lacing system only permitted between two parts of the lacing not prohibited prohibited permitted at start and end of lacing system only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Bending moment in rafter Deflection of rafter Axial force in rafter Shear force in rafter Bending moment in rafter Deflection of rafter Axial force in rafter Shear force in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be: 10 mm 4.5 mm 8 mm 6 mm 10 mm 4.5 mm 8 mm 6 mm 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 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
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