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40-23.1 B�E/NG <br /> BASE PLATE DESIGN P.o.Box 3�0� <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= 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=0.00/3.60= 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 /> fP „ <br /> tP—� 0.25Fy*133 0.235 <br /> ACTUAL tp= 0.500" > 0.235" OK <br /> ILENAME: W3928716-12'Pallet Rack.xls �,J�'t'd�'2' ��J� 3/1 7/201 6 9:09 AM <br />