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Job Page �� Pasco County(VS) (BU 826548) 28 of 34 Tower Engineering Project Date Professionals TEP No. 48167.99008 09:39:06 10/10/16 326 Tryon Rd. Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 �W B Section Elevatian HorZ. Gov Tilt Twist No. De}lection Load ft in Comb. ° ° T9 80-70 0.815 26 0.090 0.002 T10 70-60 0.620 26 0.077 0.002 Tl l 60-40 0.465 26 0.064 0.002 T12 40-30 0.215 26 0.042 0.001 T13 30-20 0.124 26 0.030 0.001 T14 20-0 0.066 26 0.018 0.001 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twisi Radius of Load Curvature ft Comb. in ° ° ft 190.00 CBC1921-DF-DC-6X 27 4.764 0.231 0.007 418403 171.00 (3)DBXNH-6565B-R2M w/Mount 27 3.837 0.217 0.006 49256 Pipe 160.00 (2)CAP-FRO-656 w/Mount Pipe 27 3.332 0.201 0.006 26724 150.00 APXVERRI8-C w/Mount Pipe 26 2.918 0.183 0.005 34616 140.00 HB-X-AW-23-33-0OT 26 2.538 0.167 0.005 52680 Maximum Tower Deflections - Design Wind Section Elevaaon Hon. Gov Tilt Twist �I No. De,flection Laad ft in Comb. ° o Tl 190-180 23.734 4 1.151 0.035 T2 180-160 21.286 4 1.127 0.032 T3 160-140 16.603 19 1.003 0.028 T4 140-120 12.645 19 0.831 0.026 TS 120-113333 9212 19 0.711 0.021 T6 113333-106.667 8.173 19 0.665 0.019 T7 106.667-100 7.204 19 0.616 0.017 T8 100-80 6.342 19 0.564 0.016 T9 80-70 4.060 19 0.448 0.012 T10 70-60 3.091 19 0.385 0.010 T l l 60-40 2316 19 0.320 0.009 T12 40-30 1.073 19 0.209 0.006 T13 30-20 0.617 19 0.151 0.004 - T14 20-0 0331 19 0.091 0.003 Critical Deflections and Radius of Curvature- Design Wind Elevation Appunenance Gov. Deflection Tilt Twist Radius of Laad Curvature ft Comb. in ° ° ft 190.00 CBC1921-DF-DC-6X 4 23.734 1.151 0.035 85124 171.00 (3)DBXNH�565B-R2M w/Mount 4 19.115 1.083 0.029 9834 Pipe 160.00 (2)CAP-FRO-656 w/Mount Pipe 19 _ 16.603 1.003 0.028 5348 150.00 APXVERRI8-C w/Mount Pipe 19 14.537 0.914 0.027 6950