Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 1.83 m above the rail level 1.23 m above the rail level 1.50 m above the rail level 2.13 m above the rail level 1.83 m above the rail level 1.23 m above the rail level 1.50 m above the rail level 2.13 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on both (a) and (b) slope of roof None of these degree of permeability of roof both (a) and (b) slope of roof None of these degree of permeability of roof ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Bending moment in rafter Axial force in rafter Shear force in rafter Deflection of rafter Bending moment in rafter Axial force in rafter Shear force in rafter Deflection of rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is None of these only (i) both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) only (ii) 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 difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical ANSWER DOWNLOAD EXAMIANS APP
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