Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections All of these it cannot carry the load safely it is uneconomical it is difficult to connect beams to the round sections All of these it cannot carry the load safely it is uneconomical ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called portal bracing bottom lateral bracing top lateral bracing sway bracing portal bracing bottom lateral bracing top lateral bracing sway bracing 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 In the cross-section of a weld, throat is the None of these average dimension minimum dimension maximum dimension None of these average dimension minimum dimension maximum dimension ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.33 2.34 2.01 1.0 2.33 2.34 2.01 1.0 ANSWER DOWNLOAD EXAMIANS APP
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