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 1000 mm 300 mm 500 mm 600 mm 1000 mm 300 mm 500 mm 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 t3/h2 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 125 t2/h 75 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 10% of the top panel wind load to bottom bracing 50% 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 10% of the top panel wind load to bottom bracing 50% 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.88 D 0.68 D 0.78 D 0.5 D 0.88 D 0.68 D 0.78 D 0.5 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and bending forces Shear and axial forces Axial forces Axial and bending forces Shear and bending forces Shear and axial forces Axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As compared to field rivets, the shop rivets are weaker Any of these equally strong stronger weaker Any of these equally strong stronger ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS