Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.33 d 1.25 d 1.75 d 1.5 d 1.33 d 1.25 d 1.75 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as 0.8 L 0.67 L L 1.5 L 0.8 L 0.67 L L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to only shear stresses only tensile stresses both (a) and (b) None of these only shear stresses only tensile stresses both (a) and (b) None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral loads lateral, longitudinal and vertical loads lateral and longitudinal loads longitudinal loads and vertical loads lateral loads lateral, longitudinal and vertical loads lateral and longitudinal loads longitudinal loads and vertical loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The capacity of the smallest pressed steel tank is 2450 litre 1650 litre 1000 litre 1950 litre 2450 litre 1650 litre 1000 litre 1950 litre ANSWER DOWNLOAD EXAMIANS APP
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