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Seismic design querry

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Dear all
I am designing  industrial structures of category 1 and 2 in zone 3 as per IS code 1893 part four.
Client has provided site spectra for designing with response spectrum method.
My question is weather I should compare base shears as calculated by response spectrum method to what is as per using fundamental time period as per part 1 of 1893?
My understanding is we should not compare since part four is specifically for industrial structures where such condition is not specified.
Please clear my doubt.
Regards
Rajesh panchal
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