Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus is always less than 1 is always greater than 1 is equal to 1 can be less than 1 is always less than 1 is always greater than 1 is equal to 1 can be less than 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 25 % reduced by 33.3% increased by 33.3 % increased by 25 % reduced by 25 % reduced by 33.3% increased by 33.3 % increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 4t 3t 6t 8t 4t 3t 6t 8t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is linear constant curvature for all moments parabolic constant moment for all curvatures linear constant curvature for all moments parabolic constant moment for all curvatures ANSWER DOWNLOAD EXAMIANS APP
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