Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness providing suitable stiffeners None of these increasing the length of the bearing plates increasing the web thickness providing suitable stiffeners None of these increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry axial tension bending shear shear and bending axial tension bending shear shear and bending 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 1.23 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 1.83 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 ratio of plastic section modulus to elastic section modulus can be less than 1 is always less than 1 is equal to 1 is always greater than 1 can be less than 1 is always less than 1 is equal to 1 is always greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is (ii) and (iii) only (iii) (i) and (ii) only (i) (ii) and (iii) only (iii) (i) and (ii) only (i) ANSWER DOWNLOAD EXAMIANS APP
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