Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t 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) 163 161 162 164 163 161 162 164 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is only (ii) only (i) both (i) and (ii) None of these only (ii) only (i) both (i) and (ii) None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 150 350 250 180 150 350 250 180 ANSWER DOWNLOAD EXAMIANS APP
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