My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
>
Address Records
>
MERRILL CREEK PKY
>
2215
>
T MOBILE ANTENNA
>
2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/12/2019 10:48:54 AM
Creation date
2/12/2019 10:48:43 AM
Metadata
Fields
Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
T MOBILE ANTENNA
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
60
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
Job Page <br /> tnxTower Norpro(BU 826263) 15 of 18 <br /> Tower Engineering Project Date <br /> Professionals TEP No.46302.124891 13:14:14 07/12/17 <br /> 326 Tiyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle DAR <br /> FAX:(919)661-6350 <br /> 23 Yes 5 0.00000001 0.00004375 <br /> 24 Yes 5 0.00000001 0.00008477 <br /> 25 Yes 5 0.00000001 0.00004108 <br /> 26 Yes 4 0.00000001 0.00000001 <br /> 27 Yes 4 0.00000001 0.00035133 <br /> 28 Yes 4 0.00000001 0.00034241 <br /> 29 Yes 4 0.00000001 0.00034454 <br /> 30 Yes 4 0.00000001 0.00034053 <br /> 31 Yes 4 0.00000001 0.00034363 <br /> 32 Yes 4 0.00000001 0.00034058 <br /> 33 Yes 4 0.00000001 0.00034784 <br /> 34 Yes 4 0.00000001 0.00033412 <br /> 35 Yes 4 0.00000001 0.00033383 <br /> 36 Yes 4 0.00000001 0.00033090 <br /> 37 Yes 4 0.00000001 0.00033716 <br /> 38 Yes 4 0.00000001 0.00033840 <br /> 39 Yes 4 0.00000001 0.00003385 <br /> 40 Yes 4 0.00000001 0.00007127 <br /> 41 Yes 4 0.00000001 0.00011030 <br /> 42 Yes 4 0.00000001 0.00004829 <br /> 43 Yes 4 0.00000001 0.00007076 <br /> 44 Yes 4 0.00000001 0.00007710 <br /> 45 Yes 4 0.00000001 0.00003301 <br /> 46 Yes 4 0.00000001 0.00010348 <br /> 47 Yes 4 0.00000001 0.00007171 <br /> 48 Yes 4 0.00000001 0.00004884 <br /> 49 Yes 4 0.00000001 0.00009125 <br /> 50 Yes 4 0.00000001 0.00007756 <br /> Maximum Tower Deflections - Service Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> Ll 150.083-119.667 13.339 39 0.723 0.004 <br /> L2 125.083-92.25 9.644 39 0.668 0.002 <br /> L3 98.3333-45.6666 6.140 45 0.565 0.002 <br /> L4 52.8333-0 1.827 45 0.310 0.001 <br /> Critical Deflections and Radius of Curvature - Service Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in 00 ft <br /> 150.00 5/8"x 4'Lightning Rod 39 13.327 0.722 0.004 78234 <br /> 148.00 (2)TMBXX-6516-R2M w/Mount 39 13.025 0.719 0.004 78234 <br /> Pipe <br /> 136.00 3JR52703AAAA 39 11.227 0.695 0.003 27775 <br /> 121.00 ET-X-WM-18-65-8P w/Mount Pipe 39 9.073 0.656 0.002 15482 <br /> 104.00 DB809K-XT 39 6.834 0.591 0.002 14540 <br /> 95.00 RCMDC-3315-PF-48 45 5.745 0.549 0.002 13288 <br />
The URL can be used to link to this page
Your browser does not support the video tag.