Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.25 d 1.33 d 1.75 d 1.5 d 1.25 d 1.33 d 1.75 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loadsThe correct answer is both (i) and (ii) both (i) and (iii) (i), (ii) and (iii) only (i) both (i) and (ii) both (i) and (iii) (i), (ii) and (iii) only (i) 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 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 25% 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 The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.01 2.33 2.34 1.0 2.01 2.33 2.34 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on basic wind speed both (a) and (b) None of these mean probable design life of structures basic wind speed both (a) and (b) None of these mean probable design life of structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS