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/' LOChSa Pr jec Sheet: <br /> florin a e r ) g Project: Everett Job No.: 154191 <br /> Nevada:(702)266-9012 Colorado:(720)6444246 Date: 5/2/2018 <br /> 'debar(208)342o1$3 Linda(Sr)774.9040 <br /> Engineer: S.H. <br /> Diaphragm Shear- Collector Check <br /> ACI 318-14 Section 18.12.9.1 <br /> • <br /> Slab thickness t= 12 in <br /> Concrete compressive strength f'c= 5000 psi <br /> Shear wall length L= 21.5ft <br /> Modification factor for lightweight concrete ?,= 1.00 <br /> Strength reduction factor for shear 4)= 0.6 <br /> Design shear strength of diaphragm 4)Vn= 262.704 k 4V = cb2A f' Ac„ <br /> Demand shear strength Vu = 154 kips <br /> No collector reinforcement required <br /> Lochsa Engineering www.lochsa.com 1-866-606-bvii <br />