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. o•oa.� BOEING <br /> BASE PLATE DESIGN P.O.Boz 3707 <br /> • Seutlle,Washinglon 98124�22W <br /> PROJECT Metal PaAs and Miscellaneous Metals JOB NO. W436311 <br /> FIG. BY B. BABCOCK CHECKED BY M.ABDI DA7E 03/08/11 REV'D <br /> DETERMINE CONCRETE AND ANCHOR BOLT STRESStS DUE TO DL. <br /> LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: <br /> Pc= P(DL+LL)+ P(SEISMIC LONG.)= 3.40 k <br /> BOLT AREA, As- 020 sq in <br /> P.= B ' N =8.00' 5.00= 40.O�qin <br /> Sx=N ' B^2/6= 53.3 in^3 <br /> f= B/2 -x=(8.00/2)- 1.00= 3.00' <br /> e=M/Pc=0.00/3.40= 0.00' <br /> BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) <br /> Smin = 0.09 ksi <br /> Smax= 9.09 ksi <br /> Pt= 0.00 k NO ANCHOR BOLT TEIvSION <br /> BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3•106 THRU 3-108. <br /> m = (N -d)!2=(5.0-3.0)/2= 1.00` <br /> n=(B - b()/2=(8.0•3.0)/2= 2.50' <br /> ip= 0.09 ksi <br /> A1 = B ' N =E.O' S.O= 40.Osqin <br /> A2= 0 sq in (Pier size) <br /> DETERMINE tp: <br /> �,•— �n��25/•/,'133 0.084' <br /> V <br /> �'� " 0.25/•,/*133 0.210" <-----GOVERNS <br /> � <br /> ACTUAL�p= 0.500" . 0.210' OK <br /> FILENAME: Ra;.kaW438311.x1s Page 15 of 23 3/fl�2011 822 AM <br />