Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 33.3 % reduced by 25 % reduced by 33.3% increased by 25 % increased by 33.3 % reduced by 25 % reduced by 33.3% increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is both (i) and (ii) only (ii) only (i) None of these both (i) and (ii) only (ii) only (i) None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because 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 it is uneconomical it cannot carry the load safely ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.33 d 1.5 d 1.75 d 1.25 d 1.33 d 1.5 d 1.75 d 1.25 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum depth maximum weight minimum weight minimum thickness of web minimum depth maximum weight minimum weight minimum thickness of web ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? equal angles back to back unequal legged angles with short legs back to back both (b) or (c) unqual legged angles with long legs back to back equal angles back to back unequal legged angles with short legs back to back both (b) or (c) unqual legged angles with long legs back to back ANSWER DOWNLOAD EXAMIANS APP
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