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KHATRI INTERNATIONAL, INC. Page 10 of 14 <br />STRUCTURAL & CIVIL ENGINEERS 409 E. Civic Center Dr. <br />R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505 Santa Ana, CA <br />6440 Sky Pointe Dr., #140-299, Las Vegas, NV 89131 July 1, 2025 <br />www.khatrinternational.com , dkhatri@aol.com <br />Tel. (626) 351-4830; FAX (702) 441-7356 <br />____________________________________________________________________________________________ <br /> <br /> <br /> Total Weight <br /> Dead Load = 242.5psf x 648.6𝑓𝑑2 = 157.3 kip <br /> <br /> π‘Š=157.3π‘˜π‘–π‘+14.7π‘˜π‘–π‘=172π‘˜π‘–π‘ <br /> <br /> 𝑉𝑒𝑙𝑑=πΆπ‘†× π‘Š=0.689 × 185π‘˜π‘–π‘=118.5 π‘˜π‘–π‘ <br /> <br />2.6 Post Installed Anchor Design <br /> Shear at Plate Design = 118.5 π‘˜π‘–π‘π‘  <br />2 π‘ƒπ‘™π‘Žπ‘‘π‘’π‘ =60 π‘˜π‘–π‘π‘  <br /> <br /> Number of Anchors at Steel Plate = 10 <br /> Shear per anchor = 60 π‘˜π‘–π‘π‘  <br />10 π‘Žπ‘›π‘β„Žπ‘œπ‘Ÿπ‘ =6 π‘˜π‘–π‘π‘  <br />