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 M1 type, tensile stress in bending in the vertical direction may be allowed to the extent of
A. 0.4 kg/cm2
B. 0.7 kg/cm2
C. 1.0 kg/cm2
D. 1.2 kg/cm2
Answer: Option C
Related Questions on Design of Masonry Structures
A. 0.64 m
B. 0.96 m
C. 1.28 m
D. 1.5 m
For masonry work with solid bricks, consistency of mortar should be
A. 5 to 8 cm
B. 9 to 13 cm
C. 14 to 18 cm
D. 19 to 23 cm
Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than
A. 10 cm
B. 15 cm
C. 20 cm
D. 30 cm
The thickness of each leaf of a cavity wall shall not be less than
A. 5 cm
B. 7.5 cm
C. 10 cm
D. 15 cm
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