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<br />3 .'654 -6.49 213.16 - .11 68.86 72 .15 151. 3 17(5~ <br />4 .540 -6.51 213.31 .12 68.91 72.20 148.9 <br />5 .626 -7.08 213.46 .35 68.76 72.35 146.5 <br />6 .613 -8.21 213.61 .58 68.43 72.59 144 .1 <br />.7 .599 -9.89 213.75 .81 67.91 72.92 141.7 <br />8. .585 -12.12 213.90 1. 04 67.21 73.35 139.3 <br />9 .571 -14.89 214.05 1. 26 S\ 66.32 73.85 136.9 '73.,-0 <br />o .558 -18.20 214.20 1. 48 4. 65.26 74.47 134.5 <br />1 .545 -22.04 214.35 1. 70 64.01 75.17 132.1 <br />2 .532 -26.40 214.50 1. 92 62.59 75.96 129.6 <br />3 .519 -31.27 214.65 2.12 60.99 76.83 127.2 <br />4 .507 -36.63 214.80 2.33 59.23 77.78 124.8 <br />5 .495 -42.48 214.95 2.53 57.31 78.82 122.4 <br />5 .484 -48.80 215.10 o,~& 2.72 55.22 79.94 i.D3 2. 2 0 . 0 <br />700' ROHN 80 GUYED TOWER; ARDEN, ~fN 2736 1/30/98 *l-APEX* <br /> ** RESULTS ** <br /> MEMBER FORCES -.SPAN 2 TOP LEV = 120.00 BOT. LEV = 60.00 <br />r. DEFL. MmlE~1T LOAD SHEAR WIND LEG LEE LEG LEVEL <br />1 .484 -38.46 222. 39 o.~o -2.93 61.15 80.621,10120.0 <br />2 .474 -32.33 222.56 -2.74 63.27 79.64 117.8 <br />3 .463 -25.98 222.74 -2.53 65.47 78.63 115.4 <br />, .453 -20.15 222.92 -2.31 67.50 77.71 113.0 <br />, <br />5 .443 -14.85 223.10 -2.08 69.35 76.88 110.6 <br />5. .433 -10.11 223.28 -1. 85 71. 02 76.13 108.2 <br />7 .424 -5.92 223.47 -1.62 72 .49 75.49 105.8 <br />3 .414 -2.30 223.65 -1. 38 4,'01 73.77 74.94 103.4 <br />9 .404 .73 223.83 74.86 74.49 101.0 r cO <br /> -1. 14 . - <br /> - , <br />} .394 3.18 224.01 -.89 75.74 74.13 98.6 <br />1 .385 5.03 224.19 -.64 76.43 73.88 96.2 <br />, .375 6.28 224.38 -.39 76.91 73.73 93.7 <br />. <br />3 .365 6.93 224.56 -.14 77.19 73.68 91.3 <br />, .355 6.98 224.74 .11 77.27 73.74 88.9 <br />~ .345 6.42 224.92 .36 77.14 73.89 86.5 <br />) .335 5.26 225.10 .61 76.81 74.15 84.1 <br />7 .325 3.50 225.29 .85 76.28 74.50 81. 7 <br />) .315 1.14 22'5.47' 1.10 75.54 74.96 79.3 <br />j .305 -1.80 225.55 1. 34 74.61 75.52 76.9 <br />) .294 -5.33 225.83 1. 58 73 .48 76.18 74.5 <br />L .284 '-9.43 226.01 1. 82 72 .15 76.93 72.1 <br />) .274 -14.09 226.20 2. OS 0,14- 70.64 77.78 69.6 ,,' G,S <br />3 .265 -19.31 226.38 2.28 68.94 78.72 67.2 oj. <br /> . .255 -25.06 226.56 2.50 67.06 79.75 64.8 <br />J .246 -31.33 226.74 2.71 65.00 80.87 62.4 <br />) .237 -38.11 226.92 1).,0 2.92 62.77 82.08 [.1\ 60.0 <br /> 700 ' ROHN 80 GUYED TOWER; ARDEN, t'IN 2736 1/30/98 * l-APEX* <br /> ** RESULTS ** <br /> . <br /> MEMBER FORCES - SPAN 1 TOP LEV = 60.00 BOT. LEV = .00 <br /> , DEFL. ~jOMENT LOAD SHEAR HIND LEG LEE LEG LEVEL <br /> - . <br />