Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) more than d Any of these less than d equal to d more than d Any of these less than d equal to d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A steel beam supporting loads from the floor slab as well as from wall is termed as spandrel beam stringer beam lintel beam header beam spandrel beam stringer beam lintel beam header beam ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 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 In the virtual work method, the virtual quantity is Moment Displacement Load Slope Moment Displacement Load Slope ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 25% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
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