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Exp nQ Loading <br /> ITEM ELEVATION REMARK <br /> --------------------------------------------- <br /> Strobe Lights 470' Existing <br /> Side Lights 415 Existing <br /> DB-222E on Side Mount 400 ' Existing <br /> DB-224B on Side Mount 387 ' Existing <br /> Scala OGP9-93K on 6' SA 300 ' Existing <br /> DB-589 on 6' SA 300 ' Existing <br /> Beacon 280 ' Existing <br /> TDC6060A on 6' SA 250 ' Existing <br /> Dg809 on 6' SA 250 ' Existing <br /> Strobe Lights 240 ' Existing <br /> ASP952 on 6' SA 200 ' Existing <br /> Side Lights y 140 'l� Existing <br /> DB230-E �b$�/ 130 ' Existing <br /> BSP9014-DIN on T-Frame 70 ' Existing <br /> (3) Sp9014-DIN on T-Frame 62 ' Existing <br /> (3) SP9014-DIN on T-Frame 50 ' Existing <br /> ennas— <br /> Re u t Option = Existing we $xi <br /> with stina Anreduction <br /> tg MPS wend ADW I Z_ � with <br /> allowed Analysis ver TIA/EIA-222-F. <br /> Mast: <br /> Legs : 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 /> 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 /> Diaa: 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 /> Guys : The minimum gug safety factor is 1.95 at <br /> elevations 600' and 680' which is less than <br /> the minimum required value of* 2.00. See <br /> comments. <br /> 2 <br />