Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 200 150 190 180 200 150 190 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical it is difficult to connect beams to the round sections it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections it cannot carry the load safely All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 33.3 % reduced by 33.3% reduced by 25 % increased by 25 % increased by 33.3 % reduced by 33.3% reduced by 25 % increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from 2L/5 to 3L/5 where L is span L/3 to L/2 L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/2 L/3 to L/5 L/4to2L/5 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) 162 161 163 164 162 161 163 164 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing, shear and bending bearing and shear bearing and bending bending and shear bearing, shear and bending bearing and shear bearing and bending bending and shear ANSWER DOWNLOAD EXAMIANS APP
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