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Where the combined response for the modal base shear (Vt) is less than CsW, and where Cs is determined in accordance with Eq. (12.8-6), drifts is multiplied by CsW ∕ Vt.
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Reference: ASCE 7-16
12.12 DRIFT AND DEFORMATION
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The design story drift (Δ) as determined in Sections 12.8.6, 12.9.1, or 12.9.2 is not exceed the allowable story drift (Δa) as obtained from Table 12.12-1 for any story.
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