The timber floor not spanning on the masonry wall but properly anchored to the wall gives Options: A . &nbspLateral restraint but not rotational restraint B . &nbspRotational restraint but not lateral restraint C . &nbspBoth lateral and rotational restraints D . &nbspNeither lateral nor rotational restraint

The timber floor not spanning on the masonry wall but properly anchored to the w

Question

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

Options:

A . Lateral restraint but not rotational restraint

B . Rotational restraint but not lateral restraint

C . Both lateral and rotational restraints

D . Neither lateral nor rotational restraint

Answer: Option A

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Question 1. Assertion A : For identical strength, a composite cement-lime mortar is preferred over cement mortar.Reason R : Composit....mortar.Select your answer based on the codes given below. Codes:

Question 2. For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing....in a load bearing wall shall not be less than

Question 3. For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between....horizontal distance between two openings shall not be less than

Question 4. Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Q....cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar.

Question 5. Full restraint is provided by(i) Foundation footing of a wall(ii) Timber floor spanning on the wall and anchored to the ....with a minimum bearing of 10 cm on the wall

Question 6. In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not le....the vertical direction may be allowed to the extent of

Question 7. For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would ....work, which one of the following would be most suitable?

Question 8. The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of....

Question 9. Consider the following statements regarding bands to be provided for strengthening masonry work in masonry buildings con....of reinforced concrete only.of these statements, the correct statements are

Question 10. Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half br....should be provided near to bearings of beams and lintels.

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