Design of Steel Structure The range of economical spacing of trusses varies from 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/5 L/3 to L/2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is all (i), (ii) and (iii) only (i) both (i) and (ii) both (i) and (iii) all (i), (ii) and (iii) only (i) both (i) and (ii) both (i) and (iii) 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 According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as 1.5 L 0.67 L 0.8 L L 1.5 L 0.67 L 0.8 L L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as 0 1.0 0.5 between 0.5 and 1.0 0 1.0 0.5 between 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 7 mm 9 mm 6 mm 8 mm 7 mm 9 mm 6 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
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