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Structural Design Specifications - Section 1 (3)

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  • Structural Design Specifications - Section 1
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Structural Design Specifications - Section 1

You will get many problematic MCQs related to
structural design specification and you can solve these to test your aptitude in this field.

17. 

The ratio of minimum compressive strength on 15 cm cubes prepared with the concrete of M 20 grade and M 40 grade, at 7 days should be at least

A. 1/3
B. 1/2
C. 3/2
D. 2.0

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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18. 

The over all depth of a solid slab is 20 cm and effective depth is 15 cm. The horizontal distance between parallel main reinforcement should not be more than

A. 30 cm
B. 40 cm
C. 45 cm
D. 60 cm

Answer: Option C

Explanation:

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19. 

If Δ is the deviation of the individual test strength from the average of n samples, the standard deviation of concrete of the given grade is

A. 01-22-34-1
B. 01-22-34-2
C. 01-22-34-3
D. 01-22-34-4

Answer: Option A

Explanation:

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20. 

Pick up the correct precaution while spilicing the reinforcing bars

A. These are provided away from the sections of maximum stress
B. These are staggered
C. These are provided if the B.M. is more than 50% of M.R.
D. Not more than half the bars are spliced at a section
E. All the above.

Answer: Option E

Explanation:

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21. 

The distance between, rivet line and the nearest edge of a joint not exposed to weather, is taken (where t is thickness in mm of the thinner outside plate).

A. 6 t
B. 8 t
C. 10 t
D. 12 t

Answer: Option D

Explanation:

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22. 

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

Answer: Option A

Explanation:

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23. 

The maximum compressive strength on 15 cm cubes of M 20 grade concrete at 7 days, should be a minimum of

A. 7 N/mm2
B. 10 N/mm2
C. 15 N/mm2
D. 20 N/mm2

Answer: Option B

Explanation:

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24. 

The cover to the main reinforced may be reduced up to one third of the specified cover but not less than

A. 5 mm
B. 7 mm
C. 10 mm
D. 15 mm

Answer: Option A

Explanation:

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