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HomeMy WebLinkAbout2012-07-17 Planning Board Supplemental Materials (23) ttnnxxTToowweerr Job MA2010 Page 10 of 10 TowerCo 5000 Valleystone Drive Project ENG-15910 (123%) Date 15:13:30 06/11/12 Cary, NC 27519 Phone: (919) 469-5539 FAX: (919) 469-5530 Client TowerCo Designed by Kingsley Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L4 79.5 - 79 (4) 0.002 0.940 0.000 0.010 0.000 0.943 1.000 4.8.2 L5 79 - 69.5 (5) 0.005 1.220 0.000 0.010 0.000 1.225 1.000 4.8.2 L6 69.5 - 69 (6) 0.005 1.218 0.000 0.002 0.000 1.223 1.000 4.8.2 L7 69 - 23.25 (7) 0.008 0.768 0.000 0.015 0.000 0.776 1.000 4.8.2 L8 23.25 - 0 (8) 0.010 0.970 0.000 0.016 0.000 0.980 1.000 4.8.2 Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L1 99 - 89.5 Pole TP4x4x2 1 -4.25 565.49 69.4 Pass L2 89.5 - 89 Pole TP5x4x2 2 0.07 565.49 69.3 Pass L3 89 - 79.5 Pole TP5x5x2.5 3 -1.85 883.57 94.3 Pass L4 79.5 - 79 Pole TP5.5x5x2.5 4 -1.93 883.57 94.3 Pass L5 79 - 69.5 Pole TP5.5x5.5x2.75 5 -4.89 1069.12 122.5 Fail L6 69.5 - 69 Pole TP19.25x5.5x2.75 6 -5.05 1069.12 122.3 Fail L7 69 - 23.25 Pole TP25.9057x19.25x0.1875 7 -8.04 1005.64 77.6 Pass L8 23.25 - 0 Pole TP28.75x24.9852x0.1875 8 -10.62 1083.81 98.0 Pass Summary Pole (L5) 122.5 Fail RATING = 122.5 Fail  Program Version 6.0.0.8 - 9/7/2011 File:L:/2012/1203_Steven's Estate_MA/Task 1/Models/TNX/ERP/MA2010-ERP.eri