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1.
The effective height of free standing nonload bearing wall and column respectively will be_________________?

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2.
The thickness of each leaf of a cavity wall shall not be less than_________________?

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3.
A free standing brick wall 20 cm thick is subjected to a wind pressure of 75kg/m2. The maximum height of wall from stability consideration is___________________?

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4.
If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is_________________?

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5.
The mode of failure of a very short masonry member having h/t ratio of less than 4 is by _______________?

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6.
The timber floor not spanning on the masonry wall but properly anchored to the wall gives________________?

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7.
Which of the following will give higher ratio of brickwork strength to mortar strength ?

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8.
Minimum compressive strength in N/mm2 for H1 type mortar used for masonry is_______________?

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9.
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than_________________?

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10.
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as________________?

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