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 capacity of the smallest pressed steel tank is 1000 litre 1950 litre 1650 litre 2450 litre 1000 litre 1950 litre 1650 litre 2450 litre ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually more equal None of these less more equal None of these less 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? unequal legged angles with short legs back to back unqual legged angles with long legs back to back both (b) or (c) equal angles back to back unequal legged angles with short legs back to back unqual legged angles with long legs back to back both (b) or (c) equal angles back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ±0.2p zero ±0.7p ± 0.5 p ±0.2p zero ±0.7p ± 0.5 p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
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