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Job Page <br /> ��T�'��� Pasco County (VS) (BU 826548) 27 of 34 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.99008 09:39'06 10/10/16 <br /> 326 Tryan Rd. <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 � (',I'OWfI �'i8St�8 <br /> FAX. (919)661-6350 �WB <br /> Solution Summary <br /> Sum of Applied Forces Sum of Reactions <br /> Load PX PY PZ PX PY PZ %Error <br /> Comb. Ib Ib lb Ib Ib Ib <br /> 1 0.00 -62935.06 0.00 0.00 62935.06 -0.00 0.000% <br /> 2 168.07 -75522.07 -96097.73 -168.07 75522.07 96097 72 0.000% <br /> 3 168.07 -56641.55 -96097.73 -168.07 56641.55 96097 72 0.000% <br /> 4 47832.90 -75522.07 -82744.18 147832.90 75522.07 82744.17 0.000% <br /> 5 47832.90 -56641.55 -82744.18 �7832.90 56641.55 82744.17 0.000% <br /> 6 79205.11 -75522.07 -45862.63 -79205.11 75522.07 45862.63 0.000% <br /> 7 79205.11 -56641.55 �5862.63 -79205.1] 56641.55 45862.63 0.000% <br /> 8 95374 70 -75522.07 -168.07 -95374.70 75522.07 168.07 0.000% <br /> 9 95374.70 -56641.55 -168.07 -95374.70 56641.55 168.07 0.000% <br /> 10 83075.80 -75522.07 4790331 -83075.80 75522.07 �7903.31 0.000% <br /> 11 83075.80 -56641.55 47903.31 -83075.80 56641.55 -4790331 0.000% <br /> 12 47541.80 -75522.07 82576.11 �7541.80 75522.07 -82576.11 0.000% <br /> 13 47541.80 -56641.55 82576.11 �7541.80 56641.55 -82576.11 0.000% <br /> 14 -168.07 -75522.07 91434.17 168.07 75522.07 -91434.16 0.000% <br /> 15 -168.07 -56641.55 91434.17 168.07 56641.55 -91434.16 0.000% <br /> 16 -47832.90 -75522.07 82744.18 47832.90 75522.07 -82744.17 0.000% <br /> 17 -47832.90 -56641.55 82744.18 47832.90 56641.55 -82744.17 0.000% <br /> 18 -83243.87 -75522.07 48194 41 83243.87 75522.07 �8194.41 0.000% <br /> 19 -83243.87 -56641.55 48194.41 83243.87 56641.55 �8194.41 0.000%a <br /> 20 -95374.70 -75522.07 168.07 95374 70 75522.07 -168.07 0.000% <br /> 21 -95374.70 -56641.55 168.07 95374 70 56641.55 -168.07 0.000% <br /> 22 -79037.05 -75522.07 -45571.54 79037.04 75522.07 45571.53 0.000% <br /> 23 -79037.05 -56641.55 -45571.54 79037.04 56641.55 45571.53 0.000% <br /> 24 -47541.80 -75522.07 -82576.11 47541.80 75522.07 82576.11 0.000% <br /> 25 -47541.80 -56641.55 -82576.11 47541.80 56641.55 82576.11 0.000% <br /> 26 33.65 -62935.06 -19243.49 -33.65 62935.06 19243.49 0.000% <br /> 27 9578.50 -62935.06 -16569.46 -9578.50 62935.06 16569.45 0.000% <br /> 28 15860.76 -62935.06 -9183.96 -15860.76 62935.06 9183.96 0.000% <br /> 29 19098.71 -62935.06 -33.65 -19098:71 62935.06 33.65 0.000% <br /> 30' 16635.86 -62935.06 9592.60 -16635.86 62935.06 -9592.60 0.000% <br /> 31 9520.21 -62935.06 16535.80 -9520.21 62935.06 -16535.80 0.000% <br /> 32 -33.65 -62935.06 18309.62 33.65 62935.06 -18309.62 0.000% <br /> 33 -9578.50 -62935.06 16569 46 9578.50 62935.06 -16569.45 0.000%a <br /> 34 -16669.52 -62935.06 9650.89 16669.52 62935.06 -9650.89 0.000% <br /> 35 -19098.71 -62935.06 33.65 19098.71 62935.06 -33.65 0.000% <br /> 36 -15827.13 -62935.06 -9125.66 15827.13 62935.06 9125.66 0.000% <br /> 37 -9520.21 -62935.06 -16535.80 9520.21 62935.06 16535.80 0.000% <br /> Maximum Tower Deflections - Service Wind <br /> Section Elevation HorZ. Gov Tilt Twist <br /> No. DeJlection Laad <br /> ft in Camb. ° ° <br /> Tl 190-180 4.764 27 0.231 0.007 <br /> T2 180-160 4.273 27 0.226 0.006 <br /> T3 160-140 3332 27 0.201 0.006 <br /> T4 140-120 2.538 26 0.167 0.005 <br /> TS 120-113333 1.849 26 0.143 0.004 <br /> T6 113333-106.667 1.641 26 0.134 0:004 <br /> T7 106.667-100 1.446 26 0.124 0.003 <br /> T8 100-80 1.273 26 0.113 0.003 <br /> I <br />