Design of Steel Structure Lacing bars in a steel column should be designed to resist Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load 2.5% of the column load Both (A) and (B) 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 Deck type Through type Double deck type Half through type Deck type Through type Double deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 30% 50% 60% 40% 30% 50% 60% 40% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.8 L 1.3 L 1.1 L 1.5 L 1.8 L 1.3 L 1.1 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The portal bracing in a truss bridge is used to Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Stiffen the structure laterally Keep the rectangular shape of the bridge cross-section Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Stiffen the structure laterally Keep the rectangular shape of the bridge cross-section ANSWER DOWNLOAD EXAMIANS APP
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