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• »• <br />1220 Marcin Street <br />Visalia. CA 93291 <br />US <br />TOWER (209)-733-2438 <br />Sheet No. of <br />Tower Loading. Shear & Moments: <br />Design per 1994 U.B.C., 70 mph Basic wind speed, Exp. B, No ice. <br />Tower Projected Analysis C-e <br />- Section___Arej___(M <br />C-e C-q q-s*l w <br />.(PlO. <br />Shear Moment <br />Mast 0.670 72 72 1.01 <br />3 0.162 72 0 3.2 <br />3&4 0.356 72 0 3.2 <br />4 0.194 72 0 3.2 <br />4&5 0.405 72 0 3.2 <br />5 0.211 55 63.5 0.97 3.2 <br />S&6 0.485 51 53 0.91 3.2 <br />6 0.274 38 44.5 0.87 3.2 <br />6&7 0.628 34 36 0.81 3.2 <br />7 0.354 21 27.5 0.74 3.2 <br />7&8 0.728 17 19 0.67 3.2 <br />8 0.374 0.1 17 0.67 3.2 <br />8&9 0.879 0 0 3.2 <br />9 0.505 0 0 3.2 <br />9&10 1.157 0 0 3.2 <br />10 0.652 0 0 3.2 <br />rower Section Weights: <br />Section Weight Lift cable Height C-e <br />(lbs)force (lbs)(ft) <br />\ntenna 200 <br />3 139 0 0-15 0.62 <br />4 198 0 20 0.67 <br />5 213 413 25 0.72 <br />6 324 825 30 0.76 <br />7 458 1890 40 0.84 <br />8 645 1840 60 0.95 <br />9 863 0 80 1.04 <br />1lO 1332 0 100 1.13 <br />y 120 1.2 <br />u <br />L <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.C <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />12.6 <br />8.5 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />8.2 <br />17.8 <br />9.6 <br />20.5 <br />10.6 <br />19.7 <br />10.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />9 <br />9 <br />9 <br />9 <br />9 <br />149 <br />220 <br />345 <br />427 <br />564 <br />643 <br />814 <br />814 <br />814 <br />814 <br />814 <br />9 <br />9 <br />9 <br />9 <br />9 <br />1343 <br />2080 <br />5747 <br />7290 <br />13730 <br />16143 <br />28449 <br />28531 <br />28531 <br />28531 <br />28531