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40-032 BOE/NG �; <br /> BASE PLATE DESIGN P.o.Box 3707 <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 ANCHOR BOLT STRESSES DUE TO DL. <br /> LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: <br /> Pc= P(DL+LL) + P(SEISMIC LONG.) = 4.05 k <br /> BOLT AREA, As= 0.20 sq in <br /> A= B * N =5.00 *8.00= 40.Osqin <br /> Sx= N * B^2/6= 33.3 in^3 <br /> f= B/2-x= (5.00/2) - 1.00= 1.50" <br /> e= M/Pc=0.00/4.05 = 0.00" <br /> BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) <br /> Smin = 0.10 ksi <br /> Smax= 0.10 ksi <br /> Pt= 0.00 k NO ANCHOR BOLT TENSION <br /> BASE PLATE DESIGN PROCEDURE FROM AISC 13TH EDITION pp 14-4 THRU 14-6. <br /> m = (N -0.95d)/2= (8.0-3.0)/2= 2.58" n' = 0.75 <br /> n = (B-0.80bf)/2= (5.0- 3.0)/2= 1.30" X= 1 <br /> fp= 0.10 ksi Lambda= 1 <br /> A1 = B* N =5.0* 8.0= 40.Osqin Lmd*X= 1 <br /> A2= 0 sq in (Pier size) I = 2.58" <br /> DETERMINE tp: <br /> ✓p ii <br /> tP=m 0.25Fy*1.33 0.249 <br /> ACTUAL tp= 0.500" > 0.249" OK <br /> ILENAME: Rack#W1337528.x1s Pclg2 21 Of 27 1/11/2018 9:10 AM <br />