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 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum thickness of web maximum weight minimum weight minimum depth minimum thickness of web maximum weight minimum weight minimum depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the yield stress of the material both on the yield stress and ultimate stress of material only on the ultimate stress of the material only on the geometry of the section only on the yield stress of the material both on the yield stress and ultimate stress of material only on the ultimate stress of the material only on the geometry of the section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As compared to field rivets, the shop rivets are Any of these equally strong stronger weaker Any of these equally strong stronger weaker ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 ± 0.7 0 ± 0.2 ±0.5 ± 0.7 0 ± 0.2 ANSWER DOWNLOAD EXAMIANS APP