Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.50 kN/m2 1.35 kN/m2 0.75 kN/m2 0.65 kN/m2 1.50 kN/m2 1.35 kN/m2 0.75 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 163 mm 161 mm 162 mm 160 mm 163 mm 161 mm 162 mm 160 mm 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 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 Less than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections 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 stringer beam header beam lintel beam spandrel beam stringer beam header beam lintel beam spandrel beam ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Axial forces Shear and bending forces Axial and bending forces Shear and axial forces Axial forces Shear and bending forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
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