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* 40-23.1 BOE/NG <br /> � BASE PLATE DESIGN P.o.Box 3707 <br /> Seattle,Washington 98124-2207 <br /> PROJECT New Pallet Rack- Fourth Floor JOB NO. W3928716 <br /> FIG. BY C. Rossell CHECKED BY M. Abdi DATE 03/16/16 REV'D <br /> DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: <br /> BASE PLATE LOAD TYPE: UNIFORM <br /> Smin= 0.09 ksi <br /> Smax= 0.09 ksi <br /> fp= 0.09 ksi <br /> DETERMINE tp: <br /> tp = sn fP 0.258" <-----GOVERNS <br /> 025 Fy <br /> fy <br /> ty = n = 0.130" <br /> 0.25 Fy <br /> ACTUAL tp= 0.500" > 0.258" OK <br /> CHECK ANCHOR BOLTS: <br /> MAX Pt= 0.41 k - 2.03 = -1.62 k <br /> MAX V (PER BOLT)= 0.67 k <br /> ANCHOR BOLT TYPE: HILTI KWIK BOLT TZ <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 /> TENSILE CAPACITY + SHEAR CAPACITY � 1•00 <br /> 0.41/2.13+0.67/2.45= <br /> =0.194+0.272= 0.466 < 1.33 OK <br /> ILENAME: W3928716-14'Pallet Rack.xls P � 3/17/2016 9:07 AM <br /> ������.� <br /> -....,,..� -"`"`'� <br />