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L'alculationperU.B.0 I E�osure WindLoad ;�o <br /> Date�. I I 1013u/2007 Desgn wmd Pressure p=CeCqCi-t <br /> Job Name: McDonald-Milier 0-15 24 34 <br /> Location�. Everett 15-20 25 94 <br /> Calcu!ated B : Klm Hunt 20-25 27.32 <br /> Wind Load C-80 25-30 2824 <br /> 30-40 30.06 <br /> Overall Heiaht�. 25 40-60 32 83 <br /> I � � 60-80 3513 <br /> --�1-��-- - -- --------- ,-� BD-100 3G W <br /> Sechon Height Width Sf.Area Pressure PSF Force Lb GL Height Ft h4omenl Lb.-Ft. <br /> A 5.33 71.66 62.16 27.92 169883 22.50 3822375 <br /> B 0 00 0.00 0.00 0 00 <br /> C 0 00 0.00 0.00 0 00 <br /> D 0 00 0.00 OAU OAO <br /> E 0 00 0.00 0.00 0.00 <br /> Totals 62�8 I_ _ 169883 38223J5 <br /> -- � 12 �---- --- - <br /> S req= (Moment Lb.-Ft.totap X 36 X.6 X 1.33 S req= 15.97 �n I�ci sina;e i�n�a Sbn <br /> -- - 1000 -�---�- ----- <br /> - I -'-- <br /> Description ot Pipe Required Wall Lb./Ft. Sm.m3 <br /> Option A 8" SCN 40 PIPE 0322 28.55 1E 81 <br /> O tion8 8';t;'�: . Q: B <br /> ��- -� � --_..�- <br /> Foundalion Calculation I <br /> Sm le Pole Si n - 1.70 <br /> Double Pole Sign p= 0.85 h= 22.500 <br /> Single Pole - A= 2.34 X p ( 1.69883355 ) A= 7.os4 <br /> 5.66 /3 x .4 3.5 3.5 <br /> (dePN) lLat.PSF) (Flg.wi0�h) (Flg.Lengt�) <br /> 0755 4950 <br /> 0.5J2 10 853 <br /> d= A 1+SQRT( 7♦ 4.56 x h ) d= 5.669 <br /> 2 A <br /> Footin Dimentlons W�dttr 3.5 <br /> LenaM�i 3.5 <br /> Depih� 5.669 <br /> � Yds.Concrele 2.571838 ft of Bags 138.88 <br /> -- -- -- --- 1-----1-- . <br /> ------ �--- ---- - - �--- - <br /> 10I3017_OD7-Single Pol2 <br /> 1` <br />