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PLATE DESIGN I P 0. Box 3707 <br />Seattle, Washington 98124.2207 <br />FIG. BY <br />DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: <br />BASE PLATE LOAD TYPE: UNIFORM <br />Smin = 0.08 ksi <br />Smax = 0.08 ksi <br />fp = 0 08 ksi <br />DETERMINE tp: <br />0.25 h'r <br />lr� _ <br />0.243" < ----- GOVERNS <br />0.123" <br />ACTUAL tp = 0.500" > 0.243" OK <br />CHECK ANCHOR BOLTS. <br />MAX Pt = 0.00 It - 1.37 = <br />MAX V (PER BOLT)= 0.23 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 />AV of MAX V <br />DATE <br />1.37 k <br />M + <_ 1.00 <br />TENSILE CAPACITY SHEAR CAPACITY <br />0.0012.13 + 0.23/2.45 = <br />= 0.000 + 0,096 = 0.096 < 1.33 OK <br />LENAME. 40-04 01 W 1179152.xis Page 4 of 4 3172013 9 26 AM <br />