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, o-oa.� BOE/NG <br /> ' ASE PLATE DESIGN P.O.Box 3707 <br /> � Seattte,Weshfnplon 98124•2207 <br /> PROJECT Metal PaAs and Miscellaneous Metals JOB NO. W436311 <br /> FIG. BY B. BABCOCK CHECKED BY M.ABDI DATE 03l08/11 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 /> DEfERMINE ip: <br /> t�. = nr �� 0.097' <br /> 0.25F, <br /> !n <br /> �" _ �+ a 25�; = 0.243' <-----GOVERNS <br /> ACTUAL tp= 0.500" > 0.243" OK <br /> CHECK ANCHOR BOLTS: <br /> MAX Pt= 0.00 k - 1.53 = -1.53 k <br /> MAX V(PER BOLT)= 0.26 k <br /> ANCHOR BOLT TYPE: HILTI KWIK BOLT II <br /> SPECIAL INSPECTIONI: No <br /> DIAMETER: 0.500" <br /> EMBEDMENT: 3.500' <br /> TENSILE CAPACITY= 2.13 k <br /> SHEAR CAPACITY= 2.45 k <br /> INTEFACTION: <br /> _ MAX Pt + MAX V � �,00 <br /> TENSILE CAPACITY SHEAR CAPACITY <br /> 0.00/2.13+0.26/2.45= <br /> =0.001 +0.104= 0.105 < 1.33 OK <br /> FILENAME: RackqW438311.x15 Page 17 of 23 3�BI2011 8:72AM <br />