Practice Test: Question Set - 17
1. The deflection of beams may be decreased by
- (A) Increasing
the depth of beam
- (B) Increasing
the span
- (C) Decreasing
the depth of beam
- (D) Increasing
the width of beam
2. The moment-curvature relation at a plastic hinge is
- (A) Linear
- (B) Parabolic
- (C) Constant moment for all curvatures
- (D) Constant curvature for all moments
3. If the depth of the section of an upper column is smaller than the lower column
- (A) Filler
plates are provided with column splice
- (B) Bearing
plates are provided with column splice
- (C) Filler
plates and bearing plates are provided with column splice
- (D) None of
these
4. If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin's formula will be
- (A) 16 mm
- (B) 20 mm
- (C) 24 mm
- (D) 27 mm
5. A major beam in a building structure, is known as
- (A) A girder
- (B) A floor beam
- (C) A main beam
- (D) All the
above
6. Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between
- (A) 10° to 30°
- (B) 30° to 40°
- (C) 40° to 70°
- (D) 90°
7. In case of cantilever fillers, the ratio of the span L to depth d, should not exceed
- (A) 4
- (B) 8
- (C) 12
- (D) 16
8. The internal pressure coefficient on walls for buildings with large permeability is taken as
- (A) ± 0.2
- (B) ± 0.5
- (C) ± 0.7
- (D) 0
9. The gross diameter of a rivet is the diameter of
- (A) Cold rivet
before driving
- (B) Rivet after
driving
- (C) Rivet hole
- (D) None of
these
10. The centrifugal force due to curvature of track is assumed to act on the bridge at a height of
- (A) 1.23 m above the rail level
- (B) 1.50 m above the rail level
- (C) 1.83 m above the rail level
- (D) 2.13 m above the rail level
11. The tensile strength of mild steel for bolts and nuts should not be less than
- (A) 32 kg/mm2
- (B) 36 kg/mm2
- (C) 40 kg/mm2
- (D) 44 kg/mm2
12. Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is
- (A) 40 %
- (B) 50 %
- (C) 60 %
- (D) 70 %
13. In double lacing, the thickness t of flat lacing is
- (A) t <
1/40 th length between inner end rivets
- (B) t <
1/50 th length between inner end rivets
- (C) t <
1/60 th length between inner end rivets
- (D) t <
1/70 th length between inner end rivets
14. 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
- (A) 0.67 L
- (B) 0.8 L
- (C) L
- (D) 1.5 L
15. If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
- (A) t = √[(b × p)/6M]
- (B) t = √[6M/(b × p)]
- (C) t = 6M/bp
- (D) t = √6M/(b × p)
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