Civil Engineering : Design Of Masonry Structures QUESTIONS AND ANSWERS :: part1 : 6 to 10
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
6.Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns. Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling. Select your answer according to codes given below: |
Both A and R are true and R is the correct explanation of A. |
Both A and R are true but R is not .the correct explanation of A. |
A is true but R is false. |
A is false but R is true. |
7.Water retentivity for brick masonry should not be less than |
50% |
60% |
70% |
80% |
8.Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than |
10 cm |
15 cm |
20 cm |
30 cm |
9.Full restraint is provided by (i) foundation footing of a wall (ii) timber floor spanning on the wall and anchored to the wall (iii) RCC slab with a minimum bearing of 10 cm on the wall Of these statements |
(i) and (iii) are correct |
(i) and (ii) are correct |
(ii) and (iii) are correct |
(i), (ii) and (iii) are correct |
10.Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar. Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars. Select your answer according to the codes given below: |
Both A and R are true and R is the correct explanation of A. |
Both A and R are true but R is not the correct explanation of A. |
A is true but R is false. |
A is false but R is true. |
More Design Of Masonry Structures QUESTIONS AND ANSWERS available in next pages
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