Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures 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 can be less than 1 is equal to 1 is always less than 1 is always greater than 1 can be less than 1 is equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Bending moment due to 2.5% of the column load 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 9 mm 8 mm 7 mm 6 mm 9 mm 8 mm 7 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is parabolic constant curvature for all moments constant moment for all curvatures linear parabolic constant curvature for all moments constant moment for all curvatures linear ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 162 mm 163 mm 160 mm 161 mm 162 mm 163 mm 160 mm 161 mm ANSWER DOWNLOAD EXAMIANS APP
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