For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in
A. Zone I only
B. Zone I and II
C. Zone I, II and III
D. Zone I, II, III and IV
Answer: Option B
Related Questions on Design of Masonry Structures
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
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