Design Of Masonry Structures | Test For NTS PPSC FPSC, TEST

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

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Category: Design of Masonry Structures

A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is________________?

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

The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of_________________?

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_______________?

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___________________?

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

The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is_________________?

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

If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be_________________?

In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of _______________?