Correct Answer - Option 2 : 0.16
Explanation
According to IS 1893 (Part-1):2002 Clause 6.4.2
Seismic Zone
|
II
|
III
|
IV
|
V
|
Seismic Intensity
|
Low
|
Moderate
|
Severe
|
Very Severe
|
Zone Factor (Z)
|
0.10
|
0.16
|
0.24
|
0.36
|
As per CI. 6.4.2 of IS 1893, The design horizontal seismic coefficient Ah for a structure shall be determined by the following expression:
\({A_h} = \frac{{ZI}}{{2R}}\frac{{{S_a}}}{g}\)
Where, Z = Zone factor
I = Importance factor, depending upon the functional use of the structures, characterized by hazardous consequences of its failure, post-earthquake functional needs, historical value, or economic importance
R = Response reduction factor, depending on the perceived seismic damage performance of the structure, characterized by ductile or brittle deformations.
Sa/g = Average response acceleration coefficient