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40-032 BOEING � <br /> BASE PLATE DESIGN P.o.Box 3�0� <br /> Seattle,Washington 98124-2207 <br /> PROJECT Install Pallet Racks for 40-05 JOB NO. W4963253 <br /> FIG. BY C. Rossell CHECKED BY M.Abdi DATE 01/10/18 REV'D <br /> DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: <br /> BASE PLATE LOAD TYPE: UNIFORM <br /> Smin = 0.10 ksi <br /> Smax= 0.10 ksi <br /> fp= 0.10 ksi <br /> DETERMINE tp: <br /> tp = m fP 0.273" <-----GOVERNS <br /> 0.25 Fy <br /> fp <br /> tp = n = 0.138" <br /> 0.25 FY <br /> ACTUAL tp= 0.500" > 0.273" OI� <br /> CHECK ANCHOR BOLTS: <br /> MAX Pt= 0.62 k - 2.44 = -1.82 k <br /> MAX V(PER BOLT)= 0.30 k <br /> ANCHOR BOLT TYPE: HILTI KWIK BOLT II <br /> SPECIAL INSPECTION?: No <br /> DIAMETER: 0.500" <br /> EMBEDMENT: 3.500" <br /> TENSILE CAPACITY= 2.13 k <br /> SHEAR CAPACITY= 2.45 k <br /> INTERACTION: <br /> MAX Pt MAX V <br /> + <_ 1.00 <br /> TENSILE CAPACITY SHEAR CAPACITY <br /> 0.62/2.13+0.30/2.45= <br /> =0.291 +0.122= 0.413 < 1.33 OK <br /> ILENAME: Rack#W1337528.x1s Pag@ 23 Of 27 1/11/2018 9:10 AM <br />