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<br />. <br /> <br />e <br /> <br />. <br /> <br />, , <br /> <br />" . <br />.' <br /> <br />Existing Loadinq <br /> <br />ITEM <br /> <br />ELEVATION <br /> <br />REMARK <br /> <br />------------------------------------------------------------ <br /> <br />Strobe Lights <br />Side Lights <br />DB-222E on Side Mount <br />DB-224E on Side Mount <br />scala OGP9-93K on 6' SA <br />DB-589 on 6' SA <br />Beacon <br />TDC6060A on 6' SA <br />DB809 on 6' SA <br />Strobe Lights <br />ASP952 on 6' SA <br />Side Li9htS~lt~1 <br />DB230-E <br />(3) SP9014-DIN on T-Frame <br />(3) SP9014-DIN on T-Frame <br />(3) SP9014-DIN on T-Frame <br /> <br />470' <br />415' <br />400' <br />387' <br />300' <br />300' <br />280' <br />250 " <br />250' <br />240' <br />200' <br />140',..1 <br />130,11IIII <br />70' <br />62' <br />50' <br /> <br />Existing <br />Existing <br />Existing' <br />Existing <br />Existing <br />Existing <br />Existing <br />Existing <br />EXisting <br />Existing <br />, Existing <br />Existing Llf.dJt.. <br />Existing <br />Existing <br />'Existing <br />Existing <br /> <br />Results. Option 1 = Existinq Tower H11b Existinq Antennas. <br />.aD. MEH li.inl1 iUlJ1 ~ .1sa lU.t.b rerluction <br />allowed. Analvsis ~ TIA/EIA-222-F. <br /> <br />~ast: <br /> <br />Leqs: The maximum combined stress ratio in the <br />vertical members is 1.95 at elevation, 440' <br />which is greater than the maximum allowable <br />value of 1.33, <br /> <br />Approximately the lower 500"of the tower <br />legs have combined stress ratios that exceed <br />the maximum allowable value of 1.33. <br />See comments. <br /> <br />Diaq: <br /> <br />The maximum combined stress ratios in the <br />bracing members is 0.97 at elevation 240' <br />which is less than the maximum allowable <br />value of 1.33. See comments. <br /> <br />Guvs: <br /> <br />The minimuILguy sa~.et;y factor is 1.95 at <br />elevaUohs60Q' arid 680' which is less than <br />the minimum required value of 2.00. See <br />comments. <br /> <br />2 <br />