2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12

t 'Tower Job Page Norpro(BU 826263) 13 of 18 Tower Engineering Project Date Professionals TEP No.46302.124891 13:14:14 07/12/17 326 Tiyon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 DAR Load Vertical Shear, Shears Overturning Overturning Torque Combination Moment,M Moment,M lb lb lb lb ft lb ft lb-ft Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 81534.08 3544.98 4.51 2634.85 -362707.11 -328.11 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 81534.08 3072.30 1771.95 180531.37 -315137.08 -176.72 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 81534.08 1776.40 3064.59 310592.63 -184546.25 22.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 81534.08 4.51 3796.25 380157.31 -5926.28 167.18 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 81534.08 -1768.58 3060.08 309965.53 172861.76 350.14 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 81534.08 -3067.78 1764.13 179445.15 303911.80 391.60 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 81534.08 -3544.98 -4.51 1380.50 352109.04 328.18 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 81534.08 -3072.30 -1771.95 -176516.15 304539.04 176.87 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 81534.08 -1776.40 -3064.59 -306577.48 173948.13 -21.82 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 55641.51 -18.35 -10431.06 -1053710.49 162.86 -700.40 Dead+Wind 30 deg-Service 55641.51 4546.66 -7877.17 -814550.20 -473581.86 -1071.91 Dead+Wind 60 deg-Service 55641.51 7893.40 -4537.29 -468483.35 -821025.02 -1155.71 Dead+Wind 90 deg-Service 55641.51 9450.74 18.35 3380.37 -966596.92 -929.54 Dead+Wind 120 deg-Service 55641.51 7911.75 4569.07 474605.50 -823406.60 -454.13 Dead+Wind 150 deg-Service 55641.51 4578.44 7895.52 818928.05 -477707.34 142.97 Dead+Wind 180 deg-Service 55641.51 18.35 10431.06 1055706.24 -4601.32 701.09 Dead+Wind 210 deg-Service 55641.51 -4546.66 7877.17 816546.45 469143.29 1071.85 Dead+Wind 240 deg-Service 55641.51 -7893.40 4537.29 470480.00 816586.84 1155.03 Dead+Wind 270 deg-Service 55641.51 -9450.74 -18.35 -1383.84 962159.28 928.95 Dead+Wind 300 deg-Service 55641.51 -7911.75 -4569.07 -472609.51 818969.11 454.24 Dead+Wind 330 deg-Service 55641.51 -4578.44 -7895.52 -816932.46 473269.46 -142.24 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. lb lb lb lb lb lb 1 0.00 -55641.51 0.00 0.00 55641.51 0.00 0.000% 2 -65.85 -66769.81 -37435.93 65.85 66769.81 37435.93 0.000% 3 -65.85 -50077.36 -37435.93 65.85 50077.36 37435.93 0.000% 4 16317.47 -66769.81 -28270.29 -16317.47 66769.81 28270.29 0.000% 5 16317.47 -50077.36 -28270.29 -16317.47 50077.36 28270.29 0.000% 6 28328.54 -66769.81 -16283.84 -28328.54 66769.81 16283.84 0.000% 7 28328.54 -50077.36 -16283.84 -28328.54 50077.36 16283.84 0.000% 8 33917.64 -66769.81 65.85 -33917.64 66769.81 -65.85 0.000% 9 33917.64 -50077.36 65.85 -33917.64 50077.36 -65.85 0.000% 10 28394.39 -66769.81 16397.90 -28394.39 66769.81 -16397.90 0.000% 11 28394.39 -50077.36 16397.90 -28394.39 50077.36 -16397.90 0.000% 12 16431.53 -66769.81 28336.14 -16431.53 66769.81 -28336.14 0.000% 13 16431.53 -50077.36 28336.14 -16431.53 50077.36 -28336.14 0.000% 14 65.85 -66769.81 37435.93 -65.85 66769.81 -37435.93 0.000% 15 65.85 -50077.36 37435.93 -65.85 50077.36 -37435.93 0.000% 16 -16317.47 -66769.81 28270.29 16317.47 66769.81 -28270.29 0.000% 17 -16317.47 -50077.36 28270.29 16317.47 50077.36 -28270.29 0.000% 18 -28328.54 -66769.81 16283.84 28328.54 66769.81 -16283.84 0.000% 19 -28328.54 -50077.36 16283.84 28328.54 50077.36 -16283.84 0.000% 20 -33917.64 -66769.81 -65.85 33917.64 66769.81 65.85 0.000% 21 -33917.64 -50077.36 -65.85 33917.64 50077.36 65.85 0.000%