Design of Steel Structure The moment-curvature relation at a plastic hinge is constant curvature for all moments linear constant moment for all curvatures parabolic constant curvature for all moments linear constant moment for all curvatures parabolic ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 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 use of tie plates in laced columns is prohibited permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing prohibited permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing 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 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 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 pa V p a (1/V) paV2 paV”2 pa V p a (1/V) paV2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Load factor is always equal to factor of safety always less than factor of safety always greater than factor of safety sometimes greater than factor of safety always equal to factor of safety always less than factor of safety always greater than factor of safety sometimes greater than factor of safety ANSWER DOWNLOAD EXAMIANS APP