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2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
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2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
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2/12/2019 10:48:54 AM
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2/12/2019 10:48:43 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
T MOBILE ANTENNA
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• <br /> Job Page <br /> tnxTower Norpro(BU 826263) 14 of 18 <br /> Tower Engineering Project Date <br /> Professionals TEP No.46302.124891 13:14:14 07/12/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle DAR <br /> FAX•(919)661-6350 <br /> Sum of Applied Forces Sum of Reactions <br /> Load PX PY PZ PX PY PZ %Error <br /> Comb. lb lb lb lb lb lb <br /> 22 -28394.39 -66769.81 -16397.90 28394.39 66769.81 16397.90 0.000% <br /> 23 -28394.39 -50077.36 -16397.90 28394.39 50077.36 16397.90 0.000% <br /> 24 -16431.53 -66769.81 -28336.14 16431.53 66769.81 28336.14 0.000% <br /> 25 -16431.53 -50077.36 -28336.14 16431.53 50077.36 28336.14 0.000% <br /> 26 0.00 -81534.08 0.00 -0.00 81534.08 0.00 0.000% <br /> 27 -4.51 -81534.08 -3796.23 4.51 81534.08 3796.25 0.000% <br /> 28 1768.57 -81534.08 -3060.07 -1768.58 81534.08 3060.08 0.000% <br /> 29 3067.77 -81534.08 -1764.13 -3067.79 81534.08 1764.13 0.000% <br /> 30 3544.96 -81534.08 4.51 -3544.98 81534.08 -4.51 0.000% <br /> 31 3072.29 -81534.08 1771.94 -3072.30 81534.08 -1771.95 0.000% <br /> 32 1776.39 -81534.08 3064.58 -1776.40 81534.08 -3064.59 0.000% <br /> 33 4.51 -81534.08 3796.23 -4.51 81534.08 -3796.25 0.000% <br /> 34 -1768.57 -81534.08 3060.07 1768.58 81534.08 -3060.08 0.000% <br /> 35 -3067.77 -81534.08 1764.13 3067.78 81534.08 -1764.13 0.000% <br /> 36 -3544.96 -81534.08 -4.51 3544.98 81534.08 4.51 0.000% <br /> 37 -3072.29 -81534.08 -1771.94 3072.30 81534.08 1771.95 0.000% <br /> 38 -1776.39 -81534.08 -3064.58 1776.40 81534.08 3064.59 0.000% <br /> 39 -18.35 -55641.51 -10431.06 18.35 55641.51 10431.06 0.000% <br /> 40 4546.66 -55641.51 -7877.17 -4546.66 55641.51 7877.17 0.000% <br /> 41 7893.40 -55641.51 -4537.29 -7893.40 55641.51 4537.29 0.000% <br /> 42 9450.74 -55641.51 18.35 -9450.74 55641.51 -18.35 0.000% <br /> 43 7911.75 -55641.51 4569.07 -7911.75 55641.51 -4569.07 0.000% <br /> 44 4578.44 -55641.51 7895.52 -4578.44 55641.51 -7895.52 0.000% <br /> 45 18.35 -55641.51 10431.06 -18.35 55641.51 -10431.06 0.000% <br /> 46 -4546.66 -55641.51 7877.17 4546.66 55641.51 -7877.17 0.000% <br /> 47 -7893.40 -55641.51 4537.29 7893.40 55641.51 -4537.29 0.000% <br /> 48 -9450.74 -55641.51 -18.35 9450.74 55641.51 18.35 0.000% <br /> 49 -7911.75 -55641.51 -4569.07 7911.75 55641.51 4569.07 0.000% <br /> 50 -4578.44 -55641.51 -7895.52 4578.44 55641.51 7895.52 0.000% <br /> Non-Linear Convergence Results <br /> Load Converged? Number Displacement Force <br /> Combination of Cycles Tolerance Tolerance <br /> 1 Yes 4 0.00000001 0.00000001 <br /> 2 Yes 4 0.00000001 0.00023474 <br /> 3 Yes 4 0.00000001 0.00015389 <br /> 4 Yes 5 0.00000001 0.00007661 <br /> 5 Yes 5 0.00000001 0.00003699 <br /> 6 Yes 5 0.00000001 0.00009533 <br /> 7 Yes 5 0.00000001 0.00004650 <br /> 8 Yes 4 0.00000001 0.00057036 <br /> 9 Yes 4 0.00000001 0.00038244 <br /> 10 Yes 5 0.00000001 0.00008066 <br /> 11 Yes 5 0.00000001 0.00003 897 <br /> 12 Yes 5 0.00000001 0.00008454 <br /> 13 Yes 5 0.00000001 0.00004095 <br /> 14 Yes 4 0.00000001 0.00019659 <br /> 15 Yes 4 0.00000001 0.00012853 <br /> 16 Yes 5 0.00000001 0.00009287 <br /> 17 Yes 5 0.00000001 0.00004532 <br /> 18 Yes 5 0.00000001 0.00007554 <br /> 19 Yes 5 0.00000001 0.00003650 <br /> 20 Yes 4 0.00000001 0.00060576 <br /> 21 Yes 4 0.00000001 0.00040601 <br /> 22 Yes 5 0.00000001 0.00009004 <br />
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