Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates battening lacing perforated cover plates tie plates battening lacing perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 L/3 to L/2 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 L/3 to L/2 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 1.50 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.83 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 If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Half through type Double deck type Through type Deck type Half through type Double deck type Through type Deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 1 1.8 2 1.4 1 1.8 2 1.4 ANSWER DOWNLOAD EXAMIANS APP
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
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