RCC Structures Design MCQ Questions & Answers | Civil Engineering Page-4 section-4

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16.
A very comfortable type of stairs is

A. Straight

B. Dog legged

C. Geometrical

D. Open newel

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17.
If diameter of a reinforcement bar is d, the anchorage value of the hook is

A. 4d

B. 8d

C. 12d

D. 16d

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18.
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

A. $$\frac{{{\text{WL}}}}{2}$$

B. $$\frac{{{\text{WL}}}}{4}$$

C. $$\frac{{{\text{WL}}}}{6}$$

D. $$\frac{{{\text{WL}}}}{8}$$

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19.
A foundation rests on

A. Base of the foundation

B. Sub-grade

C. Foundation soil

D. Both B and C

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20.
The effective span of a simply supported slab, is

A. Distance between the centers of the bearings

B. Clear distance between the inner faces of the walls plus twice the thickness of the wall

C. Clear span plus effective depth of the slab

D. None of these

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RCC Structures Design MCQ Questions & Answers | Civil Engineering

16. A very comfortable type of stairs is

Answer & Solution

17. If diameter of a reinforcement bar is d, the anchorage value of the hook is

Answer & Solution

18. If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

Answer & Solution

19. A foundation rests on

Answer & Solution

20. The effective span of a simply supported slab, is

Answer & Solution

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16.
A very comfortable type of stairs is

17.
If diameter of a reinforcement bar is d, the anchorage value of the hook is

18.
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

19.
A foundation rests on

20.
The effective span of a simply supported slab, is