Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by providing suitable stiffeners increasing the length of the bearing plates increasing the web thickness None of these providing suitable stiffeners increasing the length of the bearing plates increasing the web thickness None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Less than the load factor in determinate structures More than the load factor in determinate structures Unpredictable Equal to load factor in determinate structures Less than the load factor in determinate structures More than the load factor in determinate structures Unpredictable Equal to load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 1250 mm 810 mm 650 mm 1680 mm 1250 mm 810 mm 650 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Compression in rivets Shear in rivets Strength of rivets in bearing Tension in rivets Compression in rivets Shear in rivets Strength of rivets in bearing Tension in rivets 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) 163 162 161 164 163 162 161 164 ANSWER DOWNLOAD EXAMIANS APP
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