Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures both (a) and (b) None of these basic wind speed mean probable design life of structures both (a) and (b) None of these basic wind speed ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) increase in height decrease in thickness decrease in h/t ratio increase in h/t ratio increase in height decrease in thickness decrease in h/t ratio increase in h/t ratio ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) Any of these equal to d more than d less than d Any of these equal to d more than d less than d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called portal bracing top lateral bracing bottom lateral bracing sway bracing portal bracing top lateral bracing bottom lateral bracing sway bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus is always greater than 1 is equal to 1 is always less than 1 can be less than 1 is always greater than 1 is equal to 1 is always less than 1 can be less than 1 ANSWER DOWNLOAD EXAMIANS APP
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