My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-21890
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-21890
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/18/2021 10:49:06 AM
Creation date
2/17/2021 9:36:49 AM
Metadata
Fields
Template:
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
102
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
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 19 <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 /> 146.75 1 1 1 1 1 1. 1 <br /> T11146.75- Yes No 1 1 1 1 1 1 1 0.5 <br /> 121.67 1 1 1 1 1 1 1 <br /> T12121.67- Yes No 1 1 1 1 1 1 1 0.5 <br /> 96.58 1 1 1 1 1 1 1 <br /> T13 96.58- Yes No 1 1 1 1 1 1 1 0.5 <br /> 71.50 1 1 1 1 1 1 1 <br /> T14 71.50- Yes No 1 1 1 1 1 1 1 0.5 <br /> 51.42 1 1 1 1 0.5 1 1 <br /> T15 51.42- Yes No 1 1 1 1 1 1 1 0.5 <br /> 31.33 1 1 1 1 0.5 1 1 <br /> T16 31.33- Yes No 1 1 1 1 1 1 1 0.5 <br /> 0.00 1 2 1 1 0.5 1 1 <br /> 'Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the K factor in the out-of- <br /> plane direction applied to the overall length. <br /> Tower Section Geometry cont'd <br /> Tower Leg Diagonal Top Girt Bottom Gin Mid Girt Long Horizontal Short Horizontal <br /> Elevation <br /> It <br /> Net Width U Net U Net Width U Net U Net U Net U Net U <br /> Deduct Width Deduct Width Width Width Width <br /> in Deduct in Deduct Deduct Deduct Deduct <br /> in in in in in <br /> T1287.67- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 280.08 <br /> T2 280.08- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 272.50 <br /> T3 272.50- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 247.33 <br /> T4 247.33- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 232.58 <br /> T5 232.58- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 222.17 <br /> T6 222.17- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 209.58 <br /> T7 209.58- 0.00 1 0.00 0.75 0.00 0.75 0.0.0 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 197.00 <br /> T8197.00- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 181.30 <br /> T9181.30- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 170.83 <br /> T10170.83- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 146.75 <br /> T11146.75- 0.00 1 0:00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 121.67 <br /> T12121.67- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 96.58 <br /> T13 96.58- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 71.50 <br /> T14 71.50- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 51.42 <br /> T15 51.42- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 31.33 <br /> T16 31.33- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 0.00 <br /> Tower Section Geometry cont'd <br /> tnxTower Report--version 8.0.4.0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.