9910 EVERGREEN WAY SPRINT ANTENNA 2018-10-30

s Job Page tnxTower Buzz Inn (BU 880407) 7 of 13 Tower Engineering Project Date Professionals,Inc. TEP No. 51358.131860 21:34:29 09/10/17 326 Tryon Road Raleigh,NC 27603-5263 Client Designed by Phone:(919)661-6351 Crown Castle steWalt FAX:(919)661-6350 p Comb. Description No. 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kipft kip-ft Ll 88-42.25 Pole Max Tension 9 0.00 0.00 0.00 Max.Compression 26 -5.94 0.50 -0.48 Max.Mx 20 -4.08 148.22 -2.24 Max.My 2 -4.07 -1.38 150.16 Max.Vy 20 -4.54 148.22 -2.24 Max.Vx 2 -4.61 -1.38 150.16 Max.Torque 24 0.92 L2 42.25-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -10.00 1.18 -0.96 Max.Mx 20 -7.62 392.75 -7.76 Max.My 2 -7.62 -5.53 394.58 Max.Vy 20 -6.17 392.75 -7.76 Max.Vx 2 -6.16 -5.53 394.58 Max.Torque 24 1.13 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 35 10.00 0.65 -0.38 Max.Hz 21 5.72 6.15 -0.13 Max.H, 3 5.72 -0.12 6.14 Max.Mx 2 394.58 -0.12 6.14 Max.Mz 8 390.05 -6.14 0.12 Max.Torsion 24 1.13 2.96 5.28 Min.Vert 13 5.72 -2.96 -5.25 Min.Hx 9 5.72 -6.14 0.12 Min.H, 14 7.63 0.11 -6.10 Min.Mx 14 -392.06 0.11 -6.10 Min.Mz 20 -392.75 6.15 -0.13 Min.Torsion 10 -1.03 -5.26 -2.98