RCC Structures Design MCQ Questions & Answers | Civil Engineering Page-3 section-4

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11.
On an absolutely rigid foundation base, the pressure will

A. Be more at the edges of the foundation

B. Be uniform

C. Not be uniform

D. Be zero at the centre of the foundation

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12.
In a cantilever retaining wall without a heel slab

A. Thickness of the stem is kept same throughout

B. Base slab is made 10 cm thicker than the stem

C. Width of the base slab is kept 0.7 time the total height of the wall

D. All the above

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13.
For a number of columns constructed in a rcjw, the type of foundation provided, is

A. Footing

B. Raft

C. Strap

D. Strip

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14.
With usual notations the depth of the neutral axis of a balanced section, is given by

A. $$\frac{{{\text{mc}}}}{{\text{t}}} = \frac{{{\text{d}} - {\text{n}}}}{{\text{n}}}$$

B. $$\frac{{\text{t}}}{{{\text{mc}}}} = \frac{{\text{n}}}{{{\text{d}} - {\text{n}}}}$$

C. $$\frac{{\text{t}}}{{{\text{mc}}}} = \frac{{{\text{d}} + {\text{n}}}}{{\text{n}}}$$

D. $$\frac{{{\text{mc}}}}{{\text{t}}} = \frac{{\text{n}}}{{{\text{d}} - {\text{n}}}}$$

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15.
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

A. Simply supported beam

B. Continuous beam

C. Cantilever beam

D. None of these

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RCC Structures Design MCQ Questions & Answers | Civil Engineering

11. On an absolutely rigid foundation base, the pressure will

Answer & Solution

12. In a cantilever retaining wall without a heel slab

Answer & Solution

13. For a number of columns constructed in a rcjw, the type of foundation provided, is

Answer & Solution

14. With usual notations the depth of the neutral axis of a balanced section, is given by

Answer & Solution

15. If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Answer & Solution

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11.
On an absolutely rigid foundation base, the pressure will

12.
In a cantilever retaining wall without a heel slab

13.
For a number of columns constructed in a rcjw, the type of foundation provided, is

14.
With usual notations the depth of the neutral axis of a balanced section, is given by

15.
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a