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<br />SIGN <br />A <br />B <br />C <br />D <br />E <br />TOTALS <br />Fy= 36 ksi <br />Fb = 0.6*1.33*Fy <br />S=(l2*M) /2*Fb = <br /> <br />SILCOX, KIDWELL, & ASSOCIATES, INC. <br />Certificate of Authorization #8121 <br />Paul D. Kidwell, P.E. Reg. #52683 <br />1802 E. Busch Blvd., Tampa, Florida 33612 <br />813 936-5090 813 936-2180 Fax <br />CLIENT: ROGERS' SIGN CORPORATION LOCATION: <br />~/--i <br /> <br />E) OAH~ l1.00FTMAX <br /> <br />P (K) x k (FT) = M (Ff-K) <br />4.59 5.5 25.26 <br />0.00 0.00 <br />0.00 0.0 0.00 <br /> <br /> <br />JOB EAST PASCO PRO PARK <br />SHEET NO. 1 OF _2_ <br />CALCULATED BY . PDK_ DATE 06108I05 <br />CHECKED BY DATE <br />SKA#05-03285 <br /> <br />WIND = <br /> <br />34.8 PSF <br /> <br />AREA(SF)* P (KISF) = <br />132.0 0.035 <br />0.0 0.035 <br />0.0 0.035 <br /> <br />4.59 <br /> <br />25.26 <br /> <br />28.7 KSI <br />5.28 IN^3 <br /> <br />USE: 2- 6" DIA. X 0.280 STEEL PIPES, Sx=8.50 in ^ 3 <br /> <br /> <br />yt ~{r <br /> <br />rATE <br />r 'J'~ <br /> <br />FOUNDATION: <br /> <br />p= <br />H= <br /> <br />2.30 K <br />5.50 IT <br /> <br />SI = <br />D= <br /> <br />1.1 KSF <br />4.00 IT <br /> <br />B = P(2.37D + 2.64ID = 3.1 IT <br />(SI*D^2) <br />C= .4*B= 1.3 IT / <br />USE: 2-3'-6" X 3'-6" X 4.-0" DEEP FOOTINGS <br /> <br />WIND = 130 MPH EXPOSURE = B <br />COMPLIES WITH "2001 FBC - ASCE 7-98 FOR THE 3-SECOND GUST VELOCITY INDICATED ABO <br />CALCULATION AND ENGINEER'S SEAL IS FOR PIPES AND FOUNDATIONS ONLY, U.N.O. <br /> <br />