Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 7 mm 9 mm 8 mm 6 mm 7 mm 9 mm 8 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces 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 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 50% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? shear failure of the rivet shear failure of the plate tension failure of the plate crushing failure of the rivet shear failure of the rivet shear failure of the plate tension failure of the plate crushing failure of the rivet ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates battening lacing perforated cover plates tie plates battening lacing perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS