Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) decrease in h/t ratio increase in height decrease in thickness increase in h/t ratio decrease in h/t ratio increase in height decrease in thickness increase in h/t ratio ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as 0.5 0 1.0 between 0.5 and 1.0 0.5 0 1.0 between 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to C. Both (A) and (B) None of these Vertical load only Horizontal shear only C. Both (A) and (B) None of these Vertical load only Horizontal shear only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
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 2.13 m above the rail level 1.50 m above the rail level 1.23 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.50 m above the rail level 1.23 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 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 ANSWER DOWNLOAD EXAMIANS APP
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