Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) only (ii) None of these only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable Equal to load factor in determinate structures More than the load factor in determinate structures Less than the load factor in determinate structures Unpredictable Equal to load factor in determinate structures More than the load factor in determinate structures Less than the load factor in determinate structures 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 1.23 m above the rail level 2.13 m above the rail level 1.50 m above the rail level 1.83 m above the rail level 1.23 m above the rail level 2.13 m above the rail level 1.50 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as p a (1/V) paV”2 pa V paV2 p a (1/V) paV”2 pa V paV2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 30% of wall area 50% of wall area 20% of wall area 10% of wall area 30% of wall area 50% of wall area 20% of wall area ANSWER DOWNLOAD EXAMIANS APP
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