Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by perforated cover plates battening tie plates lacing perforated cover plates battening tie plates lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.5 mm 1.0 mm 2.0 mm 2.5 mm 1.5 mm 1.0 mm 2.0 mm 2.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to 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 Vertical load only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As compared to field rivets, the shop rivets are weaker stronger equally strong Any of these weaker stronger equally strong Any of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give 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 lower bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP