Design of Steel Structure Shape factor is a property which depends only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 350 180 250 150 350 180 250 150 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 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 2.13 m above the rail level 1.23 m above the rail level 1.50 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.23 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 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 L 0.8 L 1.5 L 0.67 L L 0.8 L 1.5 L 0.67 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.2 0 ± 0.7 ±0.5 ± 0.2 0 ± 0.7 ±0.5 ANSWER DOWNLOAD EXAMIANS APP
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