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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 ANCHOR BOLT STRESSES DUE TO DL, <br /> LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: <br /> Pc= P(DL+LL) + P(SEISMIC LONG.) = 3.60 k <br /> BOLT AREA, As= 0.20 sq in <br /> A= 6" 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=0.00/3.60= 0.00" <br /> BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) <br /> Smin= 0.09 ksi <br /> Smax= 0.09 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= 0.09 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 n <br /> tP=m 0.25Fy*133 0.235 <br /> ACTUAL tp= 0.500" > 0.235" OK <br /> I <br /> ILENAME: W3928716-14'Pallet Rack.xls .�:.�-M-- �_.. 3/17/2016 9:07 AM <br /> ��-� ��� <br /> ,. � � <br /> �-� <br />