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 In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is infinity 100 zero 10 infinity 100 zero 10 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter + 2.0 mm gross diameter of bolt nominal diameter + 1.5 mm nominal diameter of bolt nominal diameter + 2.0 mm gross diameter of bolt nominal diameter + 1.5 mm nominal diameter of bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into 3 zones 6 zones 4 zones 5 zones 3 zones 6 zones 4 zones 5 zones ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS