Design of Steel Structure The effective length of a fillet weld should not be less than Weld size Two times the weld size Four times the weld size Six times the weld size Weld size Two times the weld size Four times the weld size Six times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these 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) 250 t 85 t 50 t 200 t 250 t 85 t 50 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads longitudinal loads and vertical loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 650 mm 1250 mm 810 mm 1680 mm 650 mm 1250 mm 810 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
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