For earthquake resistant masonry buildings, the vertical distance between openin

Question

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

Options:

A . 50 cm

B . 60 cm

C . 75 cm

D . 100 cm

Answer: Option B

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More Questions on This Topic :

Question 1. 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 2. 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 3. 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 4. 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 5. 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 6. Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccen....member. Select your answer according to the codes give below:

Question 7. 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 8. 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.

Question 9. The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of....

Question 10. Minimum compressive strength in N/mm² for H1 type mortar used for masonry is....

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