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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 18 <br /> Tower Section Geometry, (cont'd) <br /> Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust.. Weight Mult. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) A, Spacing Spacing Spacing <br /> Diagonals Horizontals Redundants <br /> fr ft2 in in in in <br /> T1287.67- 0.00 0.31 A36 1.03 1 1.05 24.00 25.50 0.00 <br /> 280.08 (36 ksi) <br /> T2 280.08- 0.00 0.31 A36 1.03 1 1.05 24.00 25.50 0.00 <br /> 272.50 (36 ksi) <br /> T3 272.50- 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 0.00 <br /> 247.33 (36 ksi) <br /> T4 247.33- 0.00 0.31 A36 1.03 1 1.05 22.50 25.50 0.00 <br /> 232.58 (36 ksi) <br /> T5 232.58- 0.00 0.31 A36 1.03 1 1.05 19.50 26.50 0.00 <br /> 222.17 (36 ksi) <br /> T6 222.17- 0.00 0.31 A36 1.03. 1 1.05 25.00 24.00 0.00 <br /> 209.58 (36 ksi) <br /> T7 209.58- 0.00 0.31 A36 1.03 1 1.05 25.00 24.00 0.00 <br /> 197.00 (36 ksi) <br /> T8197.00- 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 23.00 <br /> 181.30 (36 ksi) <br /> T9181.30- 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 24.00 <br /> 170.83 (36 ksi) <br /> T10170.83- 0.00 0.31 A36 1.03 1 1.05 26.50 24.00 24.00 <br /> 146.75 (36 ksi) <br /> T11146.75- 0.00 0.31 A36 1.03 1 1.05 21.00 24.00 26.00 <br /> 121.67 (36 ksi) <br /> T12121.67- 0.00 0.31 A36 1.03 1 1.05 22.00 24.00 25.00 <br /> 96.58 (36 ksi) <br /> T13 96.58- 0.00 0.31 A36 1.03 1 1.05 24.00 22.00 24.00 <br /> 71.50 (36 ksi) <br /> T14 71.50- 0.00 0.31 A36 1.03 1 1.05 21.00 22.00 25.50 <br /> 51.42 (36 ksi) <br /> T15 51.42- 0.00 0.31 A36 1.03 1 1.05 23.00 25.50 24.50 <br /> 31.33 (36 ksi) <br /> T16 31.33- 0.00 0.50 A36 1.03 1 1.05 18.00 25.00 26.00 <br /> 0.00 (36 ksi) <br /> Tower Section Geometry cont'd <br /> K Factors' <br /> Tower Calc Calc Legs X K Single Gins Horiz. Sec. Inner <br /> Elevation K K Brace Brace Diags Horiz. Brace <br /> Single Solid Diags Diags <br /> Angles Rounds X X X X X X X <br /> ft Y Y Y Y Y Y Y <br /> T1287.67- Yes No 1 1 1 1 1 1 1 1 <br /> 280.08 1 1 1 1 1 1 1 <br /> T2 280.08- Yes No 1 1 1 1 1 1.2 1 1 <br /> 272.50 1 1 1 1 1.2 1 1 <br /> T3 272.50- Yes No 1 1 1 1 1 1 1 1 <br /> 247.33 1 1 1 1 1 1 1 <br /> T4 247.33- Yes No 1 1 1 1 1 1 1 1 <br /> 232.58 1 1 1 1 1 1 1 <br /> T5 232.58- Yes No 1 1 1 1 1 1 1 1 <br /> 222.17 1 1 1 1 1 1 1 <br /> T6 222.17- Yes No 1 1 1 1 1 1 1 1 <br /> 209.58 1 1 1 1 1 1 1 <br /> T7 209.58- Yes No 1 1 1 1 1 1 1 1 <br /> 197.00 1 1 1 1 1 1 1 <br /> T8197.00- Yes No 1 1 1 1 1 1.2 1 0.5 <br /> 181.30 1 1 1 1 1.2 1 1 <br /> T9181.30- Yes No 1 1 1 1 1 1 1 0.5 <br /> 170.83 1 1 1 1 1 1 1 <br /> T10170.83- Yes No 1 1 1 1 1 1 1 0.5 <br /> tnxTower Report-version 8.0.4.0 <br />
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