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PLATE DESIGN <br />FIG. BY <br />P. O. Box 3707 <br />Seattle, Washington 98124-2207 <br />DETcFtMINE Cr;J�'jETE AND ANCHOR BOLT STRESSES DUE TO DL. <br />LL AND SEIS IIC LUADING IN THE TRANSVERSE DIRECTION <br />Pc = P(DL+LL) + P(SEISMIC TRANS.) = 5.95 k <br />BOLT AREA, As = 0.20 sq in <br />A=B'N=5.00'8.00= 40.0sgin <br />Sy = BW2/6 = 53.3 inA4 <br />f = N/2 = (8.00/2) = 4.00" <br />BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) <br />Smax = 0.15 ksi <br />Smin = 0.15 ksi <br />NO ANCHOR BOLT TENSION DUE TO MOMENT <br />Pt = -0.01 k ANCHOR BOLT TENSION DUE TO UPLIFT <br />BASE PLATE DESIGN PROCEDURE FROM AISC 13TH EDITION pp 14-4 THRU 14-6. <br />fp = 0.15 ksi <br />DETERMINE tp: <br />�,• = n, 11.25h1• 1.33 <br />7i, — n 0 173 <br />ACTUAL 1p = 0 500" <br />BENDING UUE 10 UPLIFT: <br />MAX Pt = 0.00 k <br />M=Pt6(n-x)= <br />S = IN ' 1p"2 )16 = <br />fb=M/S= <br />Fb = 1.33' 0.75'Fy = <br />0.287" <br />0 14611 <br />0,000 "k <br />0 333 in^3 <br />0.00 ksi <br />36.00 ksi <br />< ----- GOVERN: <br />0.287" OK <br />> 0.00 ksi OK <br />LENAME. 40-04 01 W 1779152 xis Page 3 of 4 37R013 9.26 AM <br />