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KHATRI INTERNATIONAL, INC. Page 11 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 />2.7 Steel Plate Design <br /> Shear per Steel Plate = 127.6 𝑘𝑖𝑝𝑠 <br />2 𝑃𝑙𝑎𝑡𝑒𝑠=63.8 𝑘𝑖𝑝𝑠 <br /> Plate thickness = 1in <br /> Bolts to outside of plate = 3in <br /> <br />Tensile Yielding on Plate <br /> Ag = 𝑡𝑝𝑙𝑡(𝑤−3𝑑ℎ+𝑠2 <br />4𝑔 )=1𝑖𝑛(16𝑖𝑛−(3 𝑥 0.875)+12 <br />4𝑥4.5𝑖𝑛 )=13.43𝑖𝑛2 <br /> Tn = 𝐹𝑦𝐴𝑔=36𝑘𝑠𝑖 𝑥 13.43 =483.5 𝑘𝑖𝑝𝑠 <br />Design Tensile Yield <br /> ∅𝑇𝑛=0.9 𝑥 483.5𝑘𝑖𝑝𝑠=435.15 𝑘𝑖𝑝𝑠 >> 63.8 kips O.K. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />