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40-23.1 B�E/NG <br /> . <br /> BASE PLATE DESIGN P.o.eox s�o� <br /> w <br /> Seattle,Washington 98124-2207 <br /> PROJECT New Pallet Rack- Fourth Floor JOB NO. W3928716 <br /> FIG. BY C. Rosseli 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 = m fp — 0.258" <-----GOVERNS <br /> 0.25.�'y <br /> f� <br /> tp — n — = 0.130" <br /> O_25�'y <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(PE=R BOLT)= 0.67 k <br /> ANCHOR �OLT TYPE: HILTI KWIK BOLT TZ <br /> SPECIAL INSPECTION?: No <br /> DIAMETER: 0.500" <br /> EMBEDMENT: 3.500" <br /> TENSILE C:APACITY= 2.13 k <br /> SHEAR CAPACITY= 2.45 k <br /> INTERACTION: <br /> MAX Pt MAX V <br /> YENSILE 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 /> � ���j <br /> ILENAME: W3928716-12'Pallet Rack.xls , ���� "'� -'� 3/1 7/201 6 9:09 AM <br /> ,�..' <br />