My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CCP 07-16-2001
ArdenHills
>
Administration
>
City Council
>
City Council Packets
>
2000-2009
>
2001
>
CCP 07-16-2001
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/8/2007 1:16:41 PM
Creation date
11/13/2006 2:36:51 PM
Metadata
Fields
Template:
General (2)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
96
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
<br />. <br /> <br />e <br /> <br />. <br /> <br />, , <br /> <br />" . <br />.' <br /> <br />Existing Loadinq <br /> <br />ITEM <br /> <br />ELEVATION <br /> <br />REMARK <br /> <br />------------------------------------------------------------ <br /> <br />Strobe Lights <br />Side Lights <br />DB-222E on Side Mount <br />DB-224E on Side Mount <br />scala OGP9-93K on 6' SA <br />DB-589 on 6' SA <br />Beacon <br />TDC6060A on 6' SA <br />DB809 on 6' SA <br />Strobe Lights <br />ASP952 on 6' SA <br />Side Li9htS~lt~1 <br />DB230-E <br />(3) SP9014-DIN on T-Frame <br />(3) SP9014-DIN on T-Frame <br />(3) SP9014-DIN on T-Frame <br /> <br />470' <br />415' <br />400' <br />387' <br />300' <br />300' <br />280' <br />250 " <br />250' <br />240' <br />200' <br />140',..1 <br />130,11IIII <br />70' <br />62' <br />50' <br /> <br />Existing <br />Existing <br />Existing' <br />Existing <br />Existing <br />Existing <br />Existing <br />Existing <br />EXisting <br />Existing <br />, Existing <br />Existing Llf.dJt.. <br />Existing <br />Existing <br />'Existing <br />Existing <br /> <br />Results. Option 1 = Existinq Tower H11b Existinq Antennas. <br />.aD. MEH li.inl1 iUlJ1 ~ .1sa lU.t.b rerluction <br />allowed. Analvsis ~ TIA/EIA-222-F. <br /> <br />~ast: <br /> <br />Leqs: The maximum combined stress ratio in the <br />vertical members is 1.95 at elevation, 440' <br />which is greater than the maximum allowable <br />value of 1.33, <br /> <br />Approximately the lower 500"of the tower <br />legs have combined stress ratios that exceed <br />the maximum allowable value of 1.33. <br />See comments. <br /> <br />Diaq: <br /> <br />The maximum combined stress ratios in the <br />bracing members is 0.97 at elevation 240' <br />which is less than the maximum allowable <br />value of 1.33. See comments. <br /> <br />Guvs: <br /> <br />The minimuILguy sa~.et;y factor is 1.95 at <br />elevaUohs60Q' arid 680' which is less than <br />the minimum required value of 2.00. See <br />comments. <br /> <br />2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.