Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 2.0 d 2.5 d 1.5 d 3.0 d 2.0 d 2.5 d 1.5 d 3.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist 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 column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually less more equal None of these less more equal None of these 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
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) 8t 4t 6t 3t 8t 4t 6t 3t ANSWER DOWNLOAD EXAMIANS APP
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 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
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