For designing masonry components of a structure, seismic forces provision in the designcalculation is not necessary for buildings constructed in

For designing masonry components of a structure, seismic forces provis

1.	For designing masonry components of a structure, seismic forces provision in the designcalculation 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» C. zone i, ii and iii

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For designing masonry components of a structure, seismic forces provision in the designcalculation is not necessary for buildings constructed in

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