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<br />SHEET 1 OF 2 <br /> <br />GROUND SIGN CALCULATIONS <br /> <br />DATE: 9/12191 <br /> <br />REFERENCE: <br /> <br />GULF COAST SIGNS' DRAWING NO: <br /> <br />91-M-339 <br /> <br />CUSTOMER: TOWNVIEW MED. CENTER <br />7244 GALL BLVD <br />ZEPHERHILLS, FLORIDA <br /> <br />WIND LOAD (WL): 35.29 PSF <br />SHAPE FACTOR (SF): 1.20 <br />SIGN CHARACTERISTICS: <br /> <br />TOTAL HEIGHT: <br /> <br />27'-4" <br /> <br />REGION #1 <br /> <br />AREA EFFECTIVE FORCE <br />sa. FT. HEIGHT KIPS <br /> FT. <br />47.23 25.25 2.00 <br />3.66 23.00 0.15 <br />83.33 18.67 3.53 <br />0.00 0.00 0.00 <br />30.46 11 .42 1.29 <br /> <br />REGION #2 <br /> <br />REGION #3 <br /> <br />REGION #4 <br /> <br />SUPPORT <br /> <br />SUM FORCE= 6.97 <br /> <br />SUPPORT CALCULATIONS: <br /> <br />aTY. OF SUPPORTS: <br /> <br />2.00 <br /> <br />MOMENT, M -( WL*SF*12*((A1*H1)+(A2*H2)+(A3*H3)+(A4*H4)+A5*H5))) <br />1(1000*SUPPORTS) <br /> <br />M- 808.03 K-IN <br />Fy-= 36.00 KSI <br />Fb- 0.66 Fy*1.33 <br />- 31.60 KSI <br />S... M/Fb <br />'"" 25.57 IN"3 <br /> <br />~~t). ~7 <br /> <br />'7'0(3-11 <br /> <br />USE W 8x 31 STEEL BEAM S.. 27.5 IN"3 <br /> <br />,. <br />