5828 GLENWOOD AVE VERIZON ANTENNA 2022-10-14

Job Page t xTower Glenwood 15 of 19 Core One Consulting Project Date 5062ndAve.Suite 1533 113.17' Monople 14:57:19 03/23/21 Seattle, WA Client Designed by Phone:(855)-708-2195 Tilson FAX: Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 2 0.00 -19.20 -12.32 0.00 19.20 12.32 0.000% 3 0.00 -14.40 -12.32 0.00 14.40 12.32 0.000% 4 6.16 -19.20 -10.67 -6.16 19.20 10.67 0.000% 5 6.16 -14.40 -10.67 -6.16 14.40 10.67 0.000% 6 10.67 -19.20 -6.16 -10.67 19.20 6.16 0.000% 7 10.67 -14.40 -6.16 -10.67 14.40 6.16 0.000% 8 12.32 -19.20 0.00 -12.32 19.20 0.00 0.000% 9 12.32 -14.40 0.00 -12.32 14.40 . 0.00 0.000% 10 10.67 -19.20 6.16 -10.67 19.20 -6.16 0.000% 11 10.67 -14.40 6.16 -10.67 14.40 -6.16 0.000% 12 6.16 -19.20 10.67 -6.16 19.20 -10.67 0.000% 13 6.16 -14.40 10.67 -6.16 14.40 -10.67 0.000% 14 0.00 -19.20 12.32 0.00 19.20 -12.32 0.000% 15 0.00 -14.40 12.32 0.00 14.40 -12.32 0.000% 16 -6.16 -19.20 10.67 6.16 19.20 -10.67 0.000% 17 -6.16 -14.40 10.67 6.16 14.40 -10.67 0.000% 18 -10.67 -19.20 6.16 10.67 19.20 -6.16 0.000% 19 -10.67 -14.40 6.16 10.67 14.40 -6.16 0.000% 20 -12.32 -19.20 0.00 12.32 19.20 0.00 0.000% 21 -12.32 -14.40 0.00 12.32 14.40 0.00 0.000% 22 -10.67 -19.20 -6.16 10.67 19.20 6.16 0.000% 23 -10.67 -14.40 -6.16 10.67 14.40 6.16 0.000% 24 -6.16 -19.20 -10.67 6.16 19.20 10.67 0.000% 25 -6.16 -14.40 -10.67 6.16 14.40 10.67 0.000% 26 0.00 -27.22 0.00 0.00 27.22 0.00 0.000% 27 0.00 -27.22 -1.71 0.00 27.22 1.71 0.000% 28 0.85 -27.22 -1.48 -0.85 27.22 1.48 0.000% 29 1.48 -27.22 -0.85 -1.48 27.22 0.85 0.000% 30 1.71 -27.22 0.00 -1.71 27.22 -0.00 0.000% 31 1.48 -27.22 0.85 -1.48 27.22 -0.85 0.000% 32 0.85 -27.22 1.48 -0.85 27.22 -1.48 0.000% 33 0.00 -27.22 1.71 0.00 27.22 -1.71 0.000% 34 -0.85 -27.22 1.48 0.85 27.22 -1.48 0.000% 35 -1.48 -27.22 0.85 1.48 27.22 -0.85 0.000% 36 -1.71 -27.22 0.00 1.71 27.22 -0.00 0.000% 37 -1.48 -27.22 -0.85 1.48 27.22 0.85 0.000% 38 -0.85 -27.22 -1.48 0.85 27.22 1.48 0.000% 39 0.00 -16.00 -4.35 0.00 16.00 4.35 0.000% 40 2.17 -16.00 -3.77 -2.17 16.00 3.77 0.000% 41 3.77 -16.00 -2.17 -3.77 16.00 2.17 0.000% 42 4.35 -16.00 0.00 -4.35 16.00 0.00 0.000% 43 3.77 -16.00 2.17 -3.77 16.00 -2.17 0.000% 44 2.17 -16.00 3.77 -2.17 16.00 -3.77 0.000% 45 0.00 -16.00 4.35 0.00 16.00 -4.35 0.000% 46 -2.17 -16.00 3.77 2.17 16.00 -3.77 0.000% 47 -3.77 -16.00 2.17 3.77 16.00 -2.17 0.000% 48 -4.35 -16.00 0.00 4.35 16.00 0.00 0.000% 49 -3.77 -16.00 -2.17 3.77 16.00 2.17 0.000% 50 -2.17 -16.00 -3.77 2.17 16.00 3.77 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00009230 W) '0