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 500 mm 1000 mm 300 mm 600 mm 500 mm 1000 mm 300 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 30% of wall area 10% of wall area 20% of wall area 50% of wall area 30% of wall area 10% of wall area 20% of wall area 50% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loadedThe correct answer is (i) and (ii) (ii) and (iii) only (i) only (iii) (i) and (ii) (ii) and (iii) only (i) only (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure upper and lower bounds respectively on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure upper and lower bounds respectively on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually equal None of these less more equal None of these less more ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is 30 m 10 m 20 m 40 m 30 m 10 m 20 m 40 m ANSWER DOWNLOAD EXAMIANS APP
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