2120 & 2120 3%4 S Bristol St #WCC01 - Plan

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ttnnxxTToowweerr Job EDINGER AND BRISTOL (BU 845391) Page 17 of 21 TEP 326 Tryon Road Project TEP No. 229344.1130072 Date 12:45:44 07/20/25 Raleigh, NC 27603 Phone: (919) 616-6351 FAX: (919) 616-6350 Client Crown Castle Designed by TG Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 17 -4.73 -14.47 8.21 4.73 14.47 -8.21 0.000% 18 -8.20 -19.29 4.74 8.20 19.29 -4.74 0.000% 19 -8.20 -14.47 4.74 8.20 14.47 -4.74 0.000% 20 -9.47 -19.29 0.00 9.47 19.29 0.00 0.000% 21 -9.47 -14.47 0.00 9.47 14.47 0.00 0.000% 22 -8.20 -19.29 -4.74 8.20 19.29 4.74 0.000% 23 -8.20 -14.47 -4.74 8.20 14.47 4.74 0.000% 24 -4.73 -19.29 -8.21 4.73 19.29 8.21 0.000% 25 -4.73 -14.47 -8.21 4.73 14.47 8.21 0.000% 26 0.00 -16.08 -3.56 0.00 16.08 3.56 0.000% 27 1.78 -16.08 -3.09 -1.78 16.08 3.09 0.000% 28 3.08 -16.08 -1.78 -3.08 16.08 1.78 0.000% 29 3.56 -16.08 0.00 -3.56 16.08 0.00 0.000% 30 3.08 -16.08 1.78 -3.08 16.08 -1.78 0.000% 31 1.78 -16.08 3.09 -1.78 16.08 -3.09 0.000% 32 0.00 -16.08 3.56 0.00 16.08 -3.56 0.000% 33 -1.78 -16.08 3.09 1.78 16.08 -3.09 0.000% 34 -3.08 -16.08 1.78 3.08 16.08 -1.78 0.000% 35 -3.56 -16.08 0.00 3.56 16.08 0.00 0.000% 36 -3.08 -16.08 -1.78 3.08 16.08 1.78 0.000% 37 -1.78 -16.08 -3.09 1.78 16.08 3.09 0.000% 38 0.00 -22.61 -11.06 0.00 22.61 11.06 0.000% 39 0.00 -11.15 -11.06 0.00 11.15 11.06 0.000% 40 5.53 -22.61 -9.57 -5.53 22.61 9.57 0.000% 41 5.53 -11.15 -9.57 -5.53 11.15 9.57 0.000% 42 9.57 -22.61 -5.53 -9.57 22.61 5.53 0.000% 43 9.57 -11.15 -5.53 -9.57 11.15 5.53 0.000% 44 11.06 -22.61 0.00 -11.06 22.61 0.00 0.000% 45 11.06 -11.15 0.00 -11.06 11.15 0.00 0.000% 46 9.57 -22.61 5.53 -9.57 22.61 -5.53 0.000% 47 9.57 -11.15 5.53 -9.57 11.15 -5.53 0.000% 48 5.53 -22.61 9.57 -5.53 22.61 -9.57 0.000% 49 5.53 -11.15 9.57 -5.53 11.15 -9.57 0.000% 50 0.00 -22.61 11.06 0.00 22.61 -11.06 0.000% 51 0.00 -11.15 11.06 0.00 11.15 -11.06 0.000% 52 -5.53 -22.61 9.57 5.53 22.61 -9.57 0.000% 53 -5.53 -11.15 9.57 5.53 11.15 -9.57 0.000% 54 -9.57 -22.61 5.53 9.57 22.61 -5.53 0.000% 55 -9.57 -11.15 5.53 9.57 11.15 -5.53 0.000% 56 -11.06 -22.61 0.00 11.06 22.61 0.00 0.000% 57 -11.06 -11.15 0.00 11.06 11.15 0.00 0.000% 58 -9.57 -22.61 -5.53 9.57 22.61 5.53 0.000% 59 -9.57 -11.15 -5.53 9.57 11.15 5.53 0.000% 60 -5.53 -22.61 -9.57 5.53 22.61 9.57 0.000% 61 -5.53 -11.15 -9.57 5.53 11.15 9.57 0.000% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00001305 3 Yes 4 0.00000001 0.00000001 4 Yes 4 0.00000001 0.00005897 5 Yes 4 0.00000001 0.00003890 6 Yes 4 0.00000001 0.00005797