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<br /> 1.2447 11. 185 2.531 9.645 2.390 8.181 3.018 'r'S'1 <br /> 1.2317 5.055 1.940 8.608 3.900 7.860 3.631 <br /> 1.2157 3.685 1.651 9.256 5.621 8.178 6.247 <br /> 1.1920 2.468 1.796 3.983 4.110 3.599 4.077 <br />) 1.1749 1. 909 1.266 3.814 4.344 3.343 5.159 <br />; .1.2216 1.821 1.322 4.335 6.029 3.698 8.008 <br />, 1. 3798 1.851 2.724 3.511 8.488 3.037 9.595 <br />" 1.2991 1.437 2.119 3.212 9.172 2.506 12.699 <br />I 1. 2260 2.205 3.080 5.246 17.892 3.389 33.750 <br /> 1.1435 1.950 1.159 5.267 16.487 2.061 41.412 <br /> TOWER DEFLECTIONS, REACTIONS, MOMENTS AND VERT. LOAD - \-IIND DIR:::C':'IO~i <br /> LEVEL DEFLECTION REACTION MOMENT + MOL,rENT - P <br /> 1 .339 6.33 -43.45 -37.79 244.56 <br /> 2 .734 5.65 -59.81 -49.59 233.78 <br /> 3 1.305 6.46 -70.60 -52.90 220.26 <br /> 4 2.058 6.88 -33.34 -21.03 199.61 <br /> 5 2.762 6.54 5.64 20.52 184.30 <br /> 6 3.163 7.08 -19.23 .51 166.36 <br /> 7 3.246 8.73 -73.30 -53.42 143.48 <br /> 8 3.199 6.72 -15.02 4.42 120.50 <br /> 9 2.664 8.96 -77.64 -45.77 96.01 <br /> 10 1.981 5.02 -25.40 1. 52 49.05 <br /> BASE MO~<. = .00 BASE SHEAR = .45 TOTAL CANT. DEe. = 1. 990 <br /> O~ROHN 80 GUYED TOvffiR; ARDEN, MN 2736 1/30/98 *l-FACE* <br /> ** RESULTS ** <br /> MEMBER FORCES - SPAN 11 TOP LEV = 700.00 BOT. LEV = 680.00 <br /> DEFL. Mot1ENT LOAD SHEAR l'lIND LEG LEE LEG LEVEL <br /> 1.990 .00 .00 .00 .00 .00 700.0 <br /> 1.990 -.03 .05 .09 .01 .03 699.3 <br /> 1.988 -.62 .22 .40 -.03 .28 696.9 <br /> 1.987 -1.95 .39 .70 -.20 .79 694.5 <br /> 1.986 -4.01 .55 . 1.01 4:- -.49 1. 54 692.0 11-&0 '7 <br /> 1.984 -6.82 .72 1. 32 ':),1 -.91 2.54 689.6 <br /> 1.983 -10.36 .89 1.62 -1.45 3.79 687.2 <br /> 1.982 -14.64 1. 06 1. 93 -2.12 5.29 684.8 <br /> 1.982 -19.65 1. 22 2.23 -2.91 7.04 682.4 <br /> 1.981 -25.40 1. 39 0.1..& 2.54 -3.83 9.040.1.0 680.0 <br /> )0 I ROHN 80 GUYED TOWER; ARDEN, MN 2736 1/30/98 *l-FACE* <br /> ** RESULTS ** <br /> 411(BER FORCES - SPAN 10 TOP LEV = 680.00 BOT. LEV = 600.00 <br /> EFL. MOMENT LOAD SHEAR WIND LEG LEE LEG ~EVE~ <br /> 1.981 1.52 47.380,21 -2.66 1!,- 16.05 15.28 680.0 ~.::--: <br /> 1.987 2.76 47.40 -2.620. 16.27 D.:? 14.87 c,'7Q ;:; <br /> '- J "' . ~ <br />