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) 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 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
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to None of these Vertical load only Horizontal shear only C. Both (A) and (B) None of these Vertical load only Horizontal shear only C. Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Normally, the angle of roof truss with asbestos sheets should not be less than 35° 40° 26/2° 30° 35° 40° 26/2° 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as paV”2 paV2 pa V p a (1/V) paV”2 paV2 pa V p a (1/V) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter of bolt gross diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm nominal diameter of bolt gross diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS