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Page tmxTower Job 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 JLW FAX:(919)661-6350 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 0.169 -79.852 99.131 -0.169 79.852 -99.131 0.000% 15 0.169 -59.889 99.131 -0.169 59.889 -99.131 0.000% 16 -50.959 -79.852 88.111 50.959 79.852 -88.111 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 51.840 90.281 59.889 -51.840 0.000% 20 -102.210 -79.852 -0.169 102.210 79.852 0.169 0.000% 21 -102.210 -59.889 -0.169 102.210 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% 30 17.448 -66.544 10.056 -17.448 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 19.122 -0.033 66.544 -19.122 0.000% 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 Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K T1 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 0.352 1 Bolt Tension Diagonal A325N 0.500 2 4.321 5.505 0.785 1 Member Block Shear Top Girt A325N 0.500 1 0.029 7.952 0.004 1 Bolt Shear T3 160 Leg A325N 1.000 6 19.122 53.014 0.361 1 Bolt Tension Diagonal A325X 0.750 1 11.734 17.944 0.654 1 Member Block Shear 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 Shear Top Girt A325N 0.625 1 2.890 12.425 0.233 1 Bolt Shear T5 120 Diagonal A325N 0.625 2 6.705 7.697 0.871 1 Member Block Shear Top Girt A325N 0.625 1 2.345 12.425 0.189 1 Bolt Shear T6 113.333 Diagonal A325N 0.625 2 6.823 7.697 0.886 1 Member Block Shear T7 106.667 Leg 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