Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on basic wind speed None of these both (a) and (b) mean probable design life of structures basic wind speed None of these both (a) and (b) mean probable design life of structures 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) 164 161 163 162 164 161 163 162 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is both (i) and (ii) both (i) and (iii) (i), (ii) and (iii) only (i) both (i) and (ii) both (i) and (iii) (i), (ii) and (iii) only (i) 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 3t 4t 6t 8t 3t 4t 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only ANSWER DOWNLOAD EXAMIANS APP
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