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Tube Art . <br /> Wind �oad ! Footing Formulas <br /> Calcula5on pe: U 0 C 1�9' Fxoosrre: C 'JJind load: 80 <br /> Date "=�y6 �esign Wind Pressure�CaCqCI-7 <br /> Job Name WE:.��_S FARGO BANK 0-15 24.34 <br /> Location VPr"210U5 F-43-16 15-20 25.94 <br /> Calculated B ED BECRER 20-25 2i.3� <br /> 25-30 28.24 <br /> Overell HeighC 16'0" 30-40 30.08 <br /> 40-60 32.83 <br /> 60-80 35.13 <br /> Secbon Height \:hdth Sf.Area Pressure PSF Force Lb. Height FL Moment Lb.•FL <br /> A 8.3125 5.",�74583 42.51497 24.34 1034.81447 11.84375 12256.00383 <br /> B 10.88542 1.33 14.4776 24.34 352.384885 5.442708 1917.928152 <br /> C 0 0 0 <br /> D 0 0 0 <br /> E 0 0 0 <br /> 7otals 56.99258 1387.19935 14174.01199 <br /> 12 <br /> S rey= (Moment�b.-Ft total)? 36 X.6 X 1.33 S req= 5.921 in3(For Singie Poie Sign) <br /> 1000 S req = 2.960 in3(For pouble Pole Sign) <br /> Description of Pipe Required Wail Lb./Ft. Sm. in3 <br /> Option A 6"SQ.TUBE 0.188 14.53 7.93 <br /> Option B <br /> Foundation Calculation <br /> Sin le Pole Si n - 1.367 <br /> Double Pole Sign p= 0.694 h= 10.218 <br /> Single Pole A= 2.34 X p ( 1.3fli199 ) A= 1.163 <br /> 423 13 x .4 3.5 3.5 <br /> (DePth) (Lat PSF� (Flq.widih) (Flp.LengtlQ <br /> � 0.564 4.550 <br /> O.SBt 7270 <br /> d= A 1+SQRT( 1+ 4.36 x h ) d= 4.227 <br /> 2 A <br /> Footin Dimentions Width: 3.5 <br /> Len ht: 3.5 <br /> Depth: 4.227 <br /> Yds.Conci 1.917655 <br /> :';`"i't��,i �'�' <br /> ..�'�^"�'"�.;il;' :h� <br /> � . . - .., <br /> , . . �, �.,� . <br /> j �/1 J .l� \^�;/ <br /> •1/f•�' ,�:�.�/'l, . <br /> i � .` �� �� ^� <br /> �;'f`'J�� ,�`^. �•.1,_ �.G� � <br /> �� �� � � � �'�� <br /> �`�.�. ,.- -� ...�. <br /> .._ .� � =+ <br /> . '`'"}:�' Y �,I �U <br /> EXP�PE; ���0-] <br />