The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of
A. 1.2
B. 1.4
C. 1.6
D. 2.0
Answer: Option C
This Question Belongs to Civil Engineering >> Design Of Masonry Structures
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A. 0.64 m
B. 0.96 m
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For masonry work with solid bricks, consistency of mortar should be
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B. 9 to 13 cm
C. 14 to 18 cm
D. 19 to 23 cm
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A. 10 cm
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D. 30 cm
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A. 5 cm
B. 7.5 cm
C. 10 cm
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