Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 8 mm 7 mm 6 mm 9 mm 8 mm 7 mm 6 mm 9 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles increases shear lag. All listed here are unequal angles. are used to reduce the length of connection. increases shear lag. All listed here are unequal angles. are used to reduce the length of connection. 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 600 mm 300 mm 1000 mm 500 mm 600 mm 300 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 50% of the top panel wind load to bottom bracing 25% 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 50% of the top panel wind load to bottom bracing 25% 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
Design of Steel Structure Load factor is always less than factor of safety sometimes greater than factor of safety always greater than factor of safety always equal to factor of safety always less than factor of safety sometimes greater than factor of safety always greater than factor of safety always equal to factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter ANSWER DOWNLOAD EXAMIANS APP
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