Practice Test: Question Set - 04
1. The maximum deflection of a structure should not normally exceed lesser of the span/350 or
- (A) 10 mm
- (B) 15 mm
- (C) 20 mm
- (D) 25 mm
2. If fck is characteristic compressive strength of concrete, the flexural and split tensile strength fcr = a √fck N/mm2 where the value of a is
- (A) 0.4
- (B) 0.5
- (C) 0.6
- (D) 0.7
3. The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is
- (A) 3.000 m
- (B) 3.100 m
- (C) 3.150 m
- (D) 3.200 m
4. What is the answer to this question?When bending occurs about both axes of the member, the value of fbe in the formula
(fc/Pc) + (fbe
/Pb) |>
1 is taken
- (A) Higher value
- (B) Lower value
- (C) Sum of the
two
- (D) Difference
of the two
5. The grade of plain concrete to be used in sea water or structures exposed to sea water, should be
- (A) M 10
- (B) M 15
- (C) M 20
- (D) M 30
6. If the ends of the compression flanges of simply supported girders are fully restrained against lateral bending, the effective length is taken as
- (A) Span
- (B) 0.85 × span
- (C) 0.7 × span
- (D) 0.5 × span
7. The creep coefficient i.e. the ratio of ultimate creep and elastic strain after
- (A) 7 days is
2.2
- (B) 28 days is
1.6
- (C) 365 days is
1.1
- (D) All the
above
8. Pick up the correct statement from the following:
- (A) Flange
joints are preferably located at points of maximum stress
- (B) The area of
splice plates should be 5% in excess of flange elements spliced
- (C) The
C.G. of the flange splice should coincide with that of the element spliced
- (D) For welding
flange splice, complete penetration butt welds should be used
9. Pick up the correct statement from the following:
- (A) For steel
castings, the minimum tensile strength is 41 kg/mm2 and minimum
yield stress is 20.5 kg/mm2
- (B) For mild
steel the minimum tensile strength is 44 kg/mm2 and minimum
elongation of 23% on a gauge length of 5.65A
- (C) For high
tensile steel, the minimum tensile strength is 58 kg/mm2
- (D) All the
above
10. The maximum spacing of shear reinforcement should not exceed 0.75 d subject to a minimum of
- (A) 300 mm
- (B) 350 mm
- (C) 400 mm
- (D) 450 mm
11. The effective depth of a shallow beam is the distance between
- (A) Maximum
compression and tension fibres
- (B) Neutral axis
and maximum compression fibre
- (C) Neutral axis
and maximum tension fibre
- (D) Maximum
compression fibre and the centroid of the tension reinforcement
12. Minimum diameter of the lateral ties should not be less than
- (A) 4 mm
- (B) 5 mm
- (C) 6 mm
- (D) 10 mm
13. Moist curing of the exposed surfaces of concrete is done at least for
- (A) 3 days
- (B) 5 days
- (C) 7 days
- (D) 14 days
14. To achieve uniform color and consistency of the concrete by using ordinary Portland cement, the mixing time may be
- (A) ½ to 1
minute
- (B) 1 to 1½
minutes
- (C) 1½ to 2
minutes
- (D) 2 to 2½
minutes
15. The minimum pitch i.e., the distance between centers of rivet holes is not less than
- (A) 1.5
times the hole diameter
- (B) 2.0
times the hole diameter
- (C) 2.5 times
the hole diameter
- (D) 3.0 times
the hole diameter
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