Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of 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 heaviest axle load of engine ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum thickness of web minimum depth minimum weight maximum weight minimum thickness of web minimum depth minimum weight maximum weight ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 85 t 50 t 250 t 200 t 85 t 50 t 250 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Vertical load only C. Both (A) and (B) Horizontal shear only None of these Vertical load only C. Both (A) and (B) Horizontal shear only None of these 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 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
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