9910 EVERGREEN WAY SPRINT ANTENNA 2018-10-30

Job Page tnxTower Buzz Inn (BU 880407) 8 of 12 Tower Engineering Project Date Professionals,Inc. TEP No. 51358.131860 -Seismic Analysis 08:01:30 09/10/17 326 Tryon Road Raleigh,NC 27603-5263 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 TLI Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft Max.Mx 20 -7.63 186.60 -0.62 Max.My 14 -7.63 0.86 -186.36 Max.Vy 20 -2.34 176.22 -0.61 Max.Vx 14 2.34 0.86 -175.97 Max.Torque 24 0.02 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Ven 20 7.63 2.33 0.00 Max.Hx 20 7.63 2.33 0.00 Max.Hz 2 7.63 0.00 2.33 Max.M. 2 185.12 0.00 2.33 Max.M. 8 184.88 -2.33 0.00 Max.Torsion 24 0.02 1.17 2.02 Min.Vert 7 5.72 -2.02 1.17 Min.H. 8 7.63 -2.33 0.00 Min.Hz 14 7.63 0.00 -2.33 Min.M. 14 -186.36 0.00 -2.33 Min.Mz 20 -186.60 2.33 0.00 Min.Torsion 12 -0.02 -1.17 -2.02 Tower Mast Reaction Summary Load Vertical Shear., Shear, Overturning Overturning Torque Combination Moment,M., Moment,M,, K K K kip ft kip ft kip ft Dead Only 6.36 0.00 0.00 0.50 0.71 -0.00 1.2 Dead+1.0 Wind 0 deg-No 7.63 0.00 -2.33 -185.12 0.86 -0.01 Ice 0.9 Dead+1.0 Wind 0 deg-No 5.72 0.00 -2.33 -182.92 0.64 -0.01 Ice 1.2 Dead+1.0 Wind 30 deg-No 7.63 1.17 -2.02 -160.24 -92.01 -0.01 Ice 0.9 Dead+1.0 Wind 30 deg-No 5.72 1.17 -2.02 -158.36 -91.05 -0.00 Ice 1.2 Dead+1.0 Wind 60 deg-No 7.63 2.02 -1.17 -92.25 -159.99 0.00 Ice 0.9 Dead+1.0 Wind 60 deg-No 5.72 2.02 -1.17 -91.23 -158.17 0.00 Ice 1.2 Dead+1.0 Wind 90 deg-No 7.63 2.33 0.00 0.62 -184.88 0.01 Ice 0.9 Dead+1.0 Wind 90 deg-No 5.72 2.33 0.00 0.46 -182.74 0.01 Ice 1.2 Dead+1.0 Wind 120 deg- 7.63 2.02 1.17 93.49 -159.99 0.01 No Ice 0.9 Dead+1.0 Wind 120 deg- 5.72 2.02 1.17 92.15 -158.17 0.01 No Ice 1.2 Dead+1.0 Wind 150 deg- 7.63 1.17 2.02 161.47 -92.01 0.02 No Ice 0.9 Dead+1.0 Wind 150 deg- 5.72 1.17 2.02 159.27 -91.05 0.01