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Page ��,�� ob Pasco County(VS) (BU 826548) 25 of 30 Tower Engineering Project Date Professionals TEP No. 48167.7359 14:45:23 07/26/13 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle FAX. (919)661-6350 JLW Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb K K K K K K 13 51.251 -59.889 88.279 -51.251 59.889 -88.279 0.000% 14 0169 -79.852 99131 -0.169 79.852 -99131 0.000% 15 0169 -59.889 99131 -0169 59.889 -99131 0.000% 16 -50.959 -79.852 88.111 50.959 79.852 -88111 0.000% 17 -50.959 -59.889 88.111 50.959 59.889 -88.111 0.000% 18 -90.281 -79.852 51.840 90.281 79.852 -51.840 0.000% 19 -90.281 -59.889 S1.S40 90.281 59.889 -51.840 0.000% 20 -102?10 -79.852 -0169 102.210 79.852 0.169 0.000% 21 -102.210 -59.889 -0169 102.210 59.889 0.169 0.000% 22 -86.256 -79.852 -49 711 86.256 79.852 49 711 0.000% 23 -86.256 -59.889 -49 711 86.256 59.889 49 711 0.000% 24 -51.251 -79.852 -88.279 51.251 79.852 88.279 0.000% 25 -51.251 -59.889 -88.279 51.251 59.889 88.279 0.000% 26 -0.033 -66.544 -20.056 0.033 66.544 20.056 0.000% 27 9.830 -66.544 -16.997 -9.830 66.544 16.997 0.000% 28 16.606 -66.544 -9.533 -16.606 66.544 9.533 0.000% 29 19 717 -66.544 0.033 -19 717 66.544 -0.033 0.000°Io 30 17 448 -66.544 10.056 -17 4d8 66.544 -10.056 0.000% 31 9.886 -66.544 17.029 -9.886 66.544 -17.029 0.000% 32 0.033 -66.544 1912� -0.033 66.544 -19122 0.000°Io 33 -9.830 -66.544 16.997 9.830 66.544 -16.997 0.000% 34 -17 415 -66.544 10.000 17 415 66.544 -10.000 0.000% 35 -19 717 -66.544 -0.033 19 717 66.544 0.033 0.000% 36 -16.639 -66.544 -9.589 16.639 66.544 9.589 0.000% 37 -9.886 -66.544 -17.029 9.886 66.544 17.029 0.000% Bolt Desi n Data Section Elevation Component Bolt Bolt Size Number Mazimum Allowable Ratio Al[owable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K Tl 190 Leg A325N 0.750 4 3.018 29.821 0.101 1 Bolt Tension Diagonal A325N 0.500 2 2.073 4.996 0 415 1 Member Block Shear Top Girt A325N 0.500 1 1.620 7.952 0.204 1 Bolt Shear T2 180 Leg A325N 0.875 4 14.306 40.589 0352 1 Bolt Tension Diagonal A325N 0.500 2 4321 5.505 0 785 1 Member Block Shear Top Girt A325N 0.500 L 0.029 7.952 0.004 1 Bolt Shear T3 160 Leg A325N 1.000 6 19 122 53.014 0361 1 Bolt Tension Diagonal A325X 0 750 1 11 734 17.944 0.654 1 Member Block Sheaz Top Girt A325N 0.750 1 0.401 17.892 0.022 1 Bolt Shear T4 140 Leg A325N 1.500 4 45.669 119.282 0.383 1 Bolt Tension Diagonal A325N 0.625 2 6.572 7.697 0.854 1 Member Block Sheaz Top Girt A325N 0.625 1 2.890 12.425 0.?33 1 Bolt Shear TS 120 Diagonal A325N 0.625 2 6J05 7.697 0.871 1 Member Block Shear Top Girt A325N 0.625 1 2345 1�.425 0 189 1 Bolt Shear T6 113333 Diagonal A325N 0.625 2 6.823 7.697 0.886 1 Member Block Sheaz T7 106.667 L,eg A325N 1.500 6 41 484 119.282 0.348 1 Bolt Tension Diagonal A325X 0.625 2 7 454 15.395 0.484 1 Member Block Shear