Civil Engineering/Civil Engineering Design of Masonry Structures MCQ Sample Test,Sample questions

Question: ```Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be ```

1.100%

2.more

3.less

4. the same in both the cases

Posted Date:-2022-09-24 09:13:33

Question: ```For masonry built in 1: 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is ```

1.0.075 MPa

2. 0.125 MPa

3.0.1 Mpa

4.0.15 MPa

Posted Date:-2022-09-24 09:15:06

Question: ```For masonry work with solid bricks, consistency of mortar should be ```

1.5 to 8 cm

2.9 to 13 cm

3. 14 to 18 cm

4.10 to 23 cm

Posted Date:-2022-09-24 09:16:35

Question: ```If H is the height of wall between centres of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be ```

1.0.25 H

2.0.75 H

3.1.0 H

4.1.5 H

Posted Date:-2022-09-24 09:11:44

Question: ```In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as ```

1.sum of thickness of both leaves

2. two third of the sum of thickness of both the leaves

3. actual thickness of the stronger leaf

4.larger of b and c

Posted Date:-2022-09-24 09:25:07

Question: `Minimum length of stiffening wall shall be`

1. height/2

2.height/3

3.height/4

4. height/5

Posted Date:-2022-09-24 09:08:32

Question: ```Minimum thickness of stiffening wall for 1 to 3 storey's shall not be less than Minimum thickness of stiffening wall for 1 to 3 storey's shall not be less than ```

1.5 cm

2.10 cm

3.20 cm

4.30 cm

Posted Date:-2022-09-24 09:19:56

Question: ```Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have ```

1. less strength

2.high shrinkage

3. both a and b

4.None of the above

Posted Date:-2022-09-24 09:21:27

Question: ```The effective height of free standing non load bearing wall and column respectively will be ```

1.1.0H and 1.0H

2.1.5H to 1.5H

3.2.0H to 1.5H

4.2.0H to 2.0H

Posted Date:-2022-09-24 09:18:21

Question: ```The timber floor not spanning on the masonry wall but properly anchored to the wall gives ```

1.neither lateral nor rotational restraints

2. lateral restraint but not rotational restraint

3. rotational restraint but not lateral restraint

4.both lateral and rotational restraints

Posted Date:-2022-09-24 09:10:06

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