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 Diameter of a bolt hole is usually taken as nominal diameter + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt nominal diameter of bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is only (i) (ii) and (iii) (i) and (ii) only (iii) only (i) (ii) and (iii) (i) and (ii) only (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 100 180 120 145 100 180 120 145 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As compared to field rivets, the shop rivets are equally strong weaker stronger Any of these equally strong weaker stronger Any of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 8 mm 9 mm 6 mm 7 mm 8 mm 9 mm 6 mm 7 mm ANSWER DOWNLOAD EXAMIANS APP