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Windload and footing Calculatlon E�osure: Wind Load: <br /> Dat�: 616/2008 esgn i ressure p= e q - <br /> Job Name: AA�zd�oi Ewrett 0-15 <br /> Location: Ewrott 15-20 25.94 <br /> Calculated B : Chrlsto her 20-25 27.32 <br /> Wind Load C-80 25-30 28.24 <br /> 30-00 30.08 <br /> Overall He' ht: 18 40-60 32.83 <br /> 60-80 35.13 <br /> 80-100 . 7 <br /> edion eg t t . rea ressure orce eg oment - <br /> A 1.76 4.87 8.17 Y6.94 211.99 77.13 3631.47 <br /> B 6.67 10.00 56.70 24.�4 1380.08 13.42 18520.65 <br /> C 10.58 4.67 49.41 24.74 1202.61 b.29 6361.78 <br /> D 0.00 0.00 0.00 0.00 <br /> E 0.00 0.00 0.00 0.00 <br /> oW s <br /> 12 <br /> Sreq= (NomentLb.-Ft. total)>: ;;".$fp�l . , 1tA�+�n or ing o gn <br /> 1000 <br /> esc p on o pe equ re a t. m.in <br /> pt on 8" SCH 40 I E 0.322 28.55 18.81 <br /> O tion B <br /> Foundation Calculation <br /> Si le Pole S' n - 2.79 <br /> Double Pole Sign p= 1.40 h= 70.205 <br /> Sin Ie Pole A= :.34 x P l z.�sasns�n ► n= �.so2 <br /> 5.5 /3 x .4 3.5 3.5 <br /> (depth) (Lat PSF) (Ftg.witllh) (Ftg.Lengih) <br /> 0.733 4.950 <br /> 0.9U1 8.069 <br /> d= A 1+SQRT( 1+ 4.36 x h ) d= 5.467 <br /> 2 A <br /> Footin Dlmentions Width: 3.6 <br /> Len ht: 3.5 <br /> De th: 5.467 <br /> Yds.Conc►eb 2.48028 A of Ba s 133.93 <br /> 5/8/2008-Sirgle Pole( ��{� <br /> \ �J <br />