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<br /> 1:2430 16.550 1. 664 14.368 1.624 6.989 3.285 C6/5 ~ <br /> 1.2306 7.613 .846 13.130 1.952 6.601 4.525 <br /> 1.2155 5.445 .385 13.945 2.211 7.062 7.590 <br /> 1.1933 3.861 -.234 6.324 .679 3.130 5.315 <br /> 1.1769 2.923 -.598 5.950 .392 2.968 6.464 <br /> .1.2257 2.799 -.770 6.809 .717 3.308 9.562 <br /> 1.3923 3.119 -.795 6.010 1. 529 2.852 10.947 <br /> 1.3102 2.438 -.723 5.539 2.560 2.450 13.540 <br /> 1.2349 3.718 -1. 284 8.977 7.110 3.633 34.153 <br /> 1.1489 2.919 -1.786 7.971 8.170 2.435 41.349 <br /> SPRING CONSTANTS - NORMAL DIRECTION <br /> 1:'T PHI K Q B E 0 J <br /> ~~ <br /> 1.2430 26.052 -1.081 22.731 -.947 3.810 5.132 <br /> 1.2306 11.857 -1.513 20.631 -2.649 3.520 8.236 <br /> 1.2155 8.351 -2.152 21.698 -5.650 3.592 14.640 <br /> 1.1933 5.292 -2.087 8.750 -3.479 1. 216 10.402 <br /> 1. 1769 3.970 -2.212 8.181 -4.610 1.101 12.936 <br /> 1. 2257 3.739 -2.339 9.223 -5.849 1.202 17.934 <br /> 1.3923 3.579 -1. 695 6.953 -3.332 .482 19.155 <br /> 1.3102 2.478 -.812 5.668 -1.887 .150 21.062 <br /> 1.2349 3.512 .023 8.513 .057 -.238 44.249 <br /> 1.1489 2.581 .873 7.048 2.447 -.477 46.933 <br /> TOWER DEFLECTIONS, REACTIONS, MOMENTS AND VERT. LOAD - '..rIND DIRE:CTION <br /> LEVEL DEFLECTION REACTION Mm1ENT + MOt-!ENT - P <br /> . 1 .286 6.39 -44.10 -38.37 243.15 <br /> 2 .625 5.61 -56.74 -46.57 232.89 <br /> 3 1.124 6.51 -69.42 -51.53 220.09 <br /> 4 1.792 6.68 -31.14 -19.13 200.82 <br /> 5 2.408 6.44 -1. 59 13.13 186.07 <br /> 6 2.783 7.02 -30.02 -10.35 168.91 <br /> 7 2.974 8.48 -72.69 -53.28 146.98 <br /> 8 3.087 6.80 -20.18 -.52 124.02 <br /> 9 2.781 9.05 -80.21 -48.14 99.14 <br /> 10 2.376 -5.15 -25.40 1. 70 50.69 <br /> BASE MOM. = .00 BASE SHEAR = .67 TOTAL CANT. DEF. = 2.385 <br /> TO\VER DEFLECTIONS, REACTIONS, MOMENTS AND VERT. LOAD - NORMAL DIRECTION <br /> LEVEL DEFLECTION REACTION MOMENT + MO~!E~IT - P <br /> 1 .038 -.09 -5.57 -5.65 243.12 <br /> 2 .117 - .13 -7.39 -7.63 232.86 <br /> 3 .252 -.05 -5.67 -5.87 220.09 <br /> 4 .429 .18 -1.60 -1.32 200.82 <br /> 5 .606 .19 10.78 11.13 186.07 <br /> 6 .688 .23 15.43 15.92 168.91 <br /> 7 .568 .34 4.22 4.84 146.98 <br /> 8 .305 -.06 5.80 5.64 124.02 <br /> 9 -.048 - .14 .65 .30 99.14 <br /> . 10 -.425 -.22 .00 -.55 50.59 <br /> BASE Mm.!. = .00 BASE SHEAR = -.25 TOTAL CANT. DE:. = -.425 <br />