Design of Steel Structure Load factor is 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 always equal to factor of safety always less than factor of safety always greater than factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Shear in rivets Tension in rivets Compression in rivets Strength of rivets in bearing Shear in rivets Tension in rivets Compression in rivets Strength of rivets in bearing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 0.75 kN/m2 1.35 kN/m2 1.50 kN/m2 0.65 kN/m2 0.75 kN/m2 1.35 kN/m2 1.50 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is only (i) None of these both (i) and (ii) only (ii) only (i) None of these both (i) and (ii) only (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 3.0 d 1.5 d 2.5 d 2.0 d 3.0 d 1.5 d 2.5 d 2.0 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 + 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 only horizontal, shear due to wind or earthquake + 2.5% of column loads 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 only horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
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