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 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to maximum weight minimum weight minimum depth minimum thickness of web maximum weight minimum weight minimum depth minimum thickness of web ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter of bolt gross diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm nominal diameter of bolt gross diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm 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 only (iii) only (i) (ii) and (iii) (i) and (ii) only (iii) only (i) (ii) and (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of heaviest axle load of engine bottom chord area effective span of bridge top chord area heaviest axle load of engine bottom chord area effective span of bridge top chord area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on both (a) and (b) basic wind speed mean probable design life of structures None of these both (a) and (b) basic wind speed mean probable design life of structures None of these ANSWER DOWNLOAD EXAMIANS APP
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