Design of Steel Structure The sway bracing is designed to transfer 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 3.0 d 1.5 d 2.0 d 2.5 d 3.0 d 1.5 d 2.0 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 20% of wall area 50% of wall area 30% of wall area 10% of wall area 20% of wall area 50% of wall area 30% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral and longitudinal loads lateral loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral and longitudinal loads lateral loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to maximum weight minimum weight minimum thickness of web minimum depth maximum weight minimum weight minimum thickness of web minimum depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on degree of permeability of roof both (a) and (b) None of these slope of roof degree of permeability of roof both (a) and (b) None of these slope of roof ANSWER DOWNLOAD EXAMIANS APP