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 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 column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 163 162 164 161 163 162 164 161 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is linear constant moment for all curvatures constant curvature for all moments parabolic linear constant moment for all curvatures constant curvature for all moments parabolic ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 20 mm 16 mm 27 mm 24 mm 20 mm 16 mm 27 mm 24 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.8 L 1.5 L 1.1 L 1.3 L 1.8 L 1.5 L 1.1 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles increases shear lag. are unequal angles. are used to reduce the length of connection. All listed here increases shear lag. are unequal angles. are used to reduce the length of connection. All listed here ANSWER DOWNLOAD EXAMIANS APP
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