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tnxl'®wer Job Page 25 of 31 <br /> Pasco County (VS) (BU 826548) <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.314456 10:28:19 10/21/19 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle cdcrook <br /> FAX:(919)661-6350 <br /> Maximum Tower Deflections - Design Wind <br /> Section Elevation Hor. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> T1 190-180 23.779 4 1.1434 0.0993 <br /> T2 ISO-160 21.349 4 1.1208 0.1055 <br /> T3 160-140 16.682 4 1.0015 0.1184 <br /> T4 140-120 12.720 4 0.9327 0.1180 <br /> T5 120-113.333 9.272 4 0.7143 0.1037 <br /> T6 113.333-106.667 8.227 4 0.6682 0.0961 <br /> 77 106.667-100 7.252 4 0.6195 0.0879 <br /> T8 100-80 6.386 2 0.5675 0.0828 <br /> T9 80-70 4.091 2 0.4509 0.0627 <br /> T10 70-60 3.116 2 0.3879 0.0520 <br /> Tl 1 60-40 2.336 2 0.3223 0.0458 <br /> T12 40-30 1.083 2 0.2103 0.0290 <br /> T13 30-20 0.623 2 0.1518 0.0205 <br /> T14 20-0 0.335 2 0.0920 0.0157 <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 190.00 CMA-BDHH/6521/EO-6 w/Mount 4 23.779 1.1434 0.0993 113126 <br /> Pipe <br /> 171.00 DBXNH-6565B-R2M w/Mount 4 19.188 1.0793 0.1120 10411 <br /> Pipe <br /> 160.00 (2)MX06FRO860-02 w/Mount 4 16,682 1.0015 0.1184 5467 <br /> Pipe <br /> 148.00 APXVERRI8-C w/Mount Pipe 4 14.226 0.8968 0.1200 7708 <br /> 140.00 HB-X-AW-23-33-OOT 4 12.720 0.8327 0.1180 10936 <br /> Bolt Design Data <br /> Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria <br /> No. Type Grade Of Load Load Load Ratio <br /> ft in Bolts per Bolt per Bolt Allowable <br /> lb lb <br /> Tl 190 Leg A325N 0.7500 4 2543 30101 0.084 1.05 Bolt Tension <br /> Diagonal A325N 0.5000 2 1950 4996 0.390 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.5000 1 1529 8265 0.185 1.05 Member Bearing <br /> T2 180 Leg A325N 0.8750 4 13202 41556 0.318 1.05 Bolt Tension <br /> Diagonal A325N 0.5000 2 4123 5505 0.749 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.5000 1 32 8265 0.004 1.05 Member Bearing <br /> T3 160 Leg A325N 1.0000 6 17859 54517 0.328 1.05 Bolt Tension <br /> Diagonal A325X 0.7500 1 10872 17944 0.606 1.05 Member Block <br /> Shear <br /> Top Girt A325N 0.7500 1 216 18923 0.011 1.05 Gusset Bearing <br />