Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 200 180 190 150 200 180 190 150 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Load factor is always less than factor of safety sometimes greater than factor of safety always equal to factor of safety always greater than factor of safety always less than factor of safety sometimes greater than factor of safety always equal to factor of safety always greater than factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 50% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on gross area and net area gross area in both cases net area in both cases net area and gross area gross area and net area gross area in both cases net area in both cases net area and gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is More than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable Less than the load factor in determinate structures More than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable Less than the load factor in determinate structures 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) 85 t 250 t 200 t 50 t 85 t 250 t 200 t 50 t ANSWER DOWNLOAD EXAMIANS APP
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