Design of Steel Structure A circular column section is generally not used in actual practice because 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 All of these it is difficult to connect beams to the round sections it cannot carry the load safely 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 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 1.83 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Through type Deck type Half through type Double deck type Through type Deck type Half through type Double deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be 40mm 100mm 80mm 60mm 40mm 100mm 80mm 60mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 2.5 d 3.0 d 2.0 d 1.5 d 2.5 d 3.0 d 2.0 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
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