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19-21890
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19-21890
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Last modified
2/18/2021 10:49:06 AM
Creation date
2/17/2021 9:36:49 AM
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Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
19-21890
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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February 08, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC]BU No 816298 <br /> Project Number 9800.816298, Phase 3,Application 477164, Revision 0 Page 23 <br /> Description Face Allow Exclude Componen Placement Total CAAA Weight <br /> or Shield From t Number <br /> Leg Torque Type ft ftzlft plf <br /> Calculation <br /> PL 0.75x8 C No No CaAa(Out 51.40-31.30 2 No Ice 0.00 20.42. <br /> Of Face) <br /> PL 0.75x8 D No No CaAa(Out 51.40-31.30 2 No Ice 0.00 20.42 <br /> Of Face) <br /> PL 0.875x8 A No No CaAa(Out 31.30-0.00 2 No Ice 0.00 23.82 <br /> Of Face) <br /> PL 0.875x8 B No No CaAa(Out 31.30-0.00 2 No Ice 0.00 23.82 <br /> Of Face) <br /> PL 0.875x8 C No No CaAa(Out 31.30-0.00 2 No Ice 0.00 23.82 <br /> Of Face) <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face AR AF CAAA CAAA Weight <br /> Sectio Elevation In Face Out Face <br /> n ft ftz ftz ft2 ftz K <br /> T1 287.67-280.08 A 0.000 0.000 9.001 0.000 0.073 <br /> B 0.000 0.000 5.480 0.000 0.027 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 7.078 0.000 0.052 <br /> T2 280.08-272.50 A 0.000 0.000 12.590 0.000 0.108 <br /> B 0.000 0.000 10.273 0.000 0.052 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 7.078 0.000 0.052 <br /> T3 272.50-247.33 A 0.000 0.000 41.782 0.000 0.358 <br /> B 0.000 0.000 36.140 0.000 0.178 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 23.489 0.000 0.173 <br /> T4 247.33-232.58 A 0.000 0.000 24.488 0.000 0.210 <br /> B 0.000 0.000 21.181 0.000 0.104 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 13.767 0.000 0.101 <br /> T5 232.58-222.17 A 0.000 0.000 17.294 0.000 0.148 <br /> B 0.000 0.000 14.958 0.000 0.074 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0:000 13.316 0.000 0.089 <br /> T6 222.17-209.58 A 0.000 0.000 20.891 0.000 0.179 <br /> B 0.000 0.000 24.374 0.000 0.135 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 23.541 0.000 0.142 <br /> T7 209.58-197.00 A 0.000 0.000 20.891 0.000 0.179 <br /> B 0.000 0.000 43.011 0.000 0.283 <br /> C 0.000 0.000 5.083 0.000 0.024 <br /> D 0.000 0.000 23.541 0.000 0.142 <br /> T8 197.00-181.30 A 0.000 0.000 40.924 0.000 0.333 <br /> B 0.000 0.000 73.576 0.000 0.520 <br /> C 0.000 0.000 55.977 0.000 0.295 <br /> D 0.000 0.000 16.069 0.000 0.079 <br /> T9 181.30-170.83 A 0.000 0.000 43.026 0.000 0.289 <br /> B 0.000 0.000 53.384 0.000 0.379 <br /> C 0.000 0.000 40.177 0.000 0.213 <br /> D 0.000 0.000 15.046 0.000 0.085 <br /> T10 170.83-146.75 A 0.000 0.000 123.745 0.000 0.770 <br /> B 0.000 0.000 124.457 0.000 0.886 <br /> C 0.000 0.000 92.444 0.000 0.491 <br /> D 0.000 0.000 36.244 0.000 0.209 <br /> T11 146.75-121.67 A 0.000 0.000 128.884 0.000 1.484 <br /> B 0.000 0.000 140.640 0.000 1.685 <br /> C 0.000 0.000 96.282 0.000 1.193 <br /> D 0.000 0.000 48.765 0.000 0.981 <br /> T12 121.67-96.58 A 0.000 0.000 129.035 0.000 1.485 <br /> B 0.000 0.000 153.015 0.000 1.777 <br /> C 0.000 0.000 96.282 0.000 1.193 <br /> tnxTower Report-version 8.0.4.0 <br />
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