Design of Steel Structure The maximum permissible span of asbestos cement sheets is 650 mm 810 mm 1680 mm 1250 mm 650 mm 810 mm 1680 mm 1250 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 161 164 163 162 161 164 163 162 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 2.5 mm 2.0 mm 1.5 mm 1.0 mm 2.5 mm 2.0 mm 1.5 mm 1.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by perforated cover plates battening lacing tie plates perforated cover plates battening lacing tie plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners ANSWER DOWNLOAD EXAMIANS APP