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<br />'.' <br /> <br />" <br /> <br />. <br /> <br />Existinq Loadinq <br /> <br />ITEM <br /> <br />ELEVATION <br /> <br />REMARK <br /> <br />------------------------------------------------------------ <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',.' <br />130'_ <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 <br />Existing <br />EXisting <br />'Existing <br />Existing <br /> <br />lit e. tJe. <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-5S9 on 6' SA <br />Beacon <br />TDC6060A on 6' SA <br />DBB09 on 6' SA <br />Strobe Lights <br />ASP952 on 6' SA <br />Side Li9htSPlt~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 />- <br /> <br />. <br /> <br />ResultS, Ootion 1. = ~i~n~w~~"E~t~An~:~~~~10r <br /> <br />Callowed. Analvsis RiU: TIA/EIA-222-F. , <br /> <br />l:!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 /> <br />Approximately the lowe~ 500' of the <br />legs have combined stress ratios that <br />tbe maxlmua'allowable value of 1.33. <br />See cOllllllents. <br /> <br />tower) <br />exceed <br /> <br />Diaq: 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 />~The min.1111~g~ S~~(;)t:.l/'f8ptqr 1s 1.95 ~t ) <br />elevatfgns60'0' and .680 I which 1s less than <br />the minimum required value of 2.00. See <br />comments. <br /> <br />. <br /> <br />2 <br />