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 Area of openings for buildings of large permeability is more than 50% of wall area 10% of wall area 20% of wall area 30% of wall area 50% of wall area 10% of wall area 20% of wall area 30% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.33 d 1.75 d 1.25 d 1.5 d 1.33 d 1.75 d 1.25 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures 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 160 mm 162 mm 163 mm 161 mm 160 mm 162 mm ANSWER DOWNLOAD EXAMIANS APP