My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2210 3%4 N Grand Ave WCC02 - Plan
PBA
>
Building
>
ProjectDox
>
G
>
Grand Ave
>
2210 3/4 N Grand Ave Unit# WCC02
>
2210 3%4 N Grand Ave WCC02 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2025 12:01:54 PM
Creation date
6/1/2025 12:01:42 PM
Metadata
Fields
Template:
Plan
Permit Number
101112685
Full Address
2210 3/4 N Grand Ave Unit# WCC02
Document Relationships
101112685 - Permit
(Permit - Plan)
Path:
\Building\Permits\G\Grand Ave\2210 3/4 N Grand Ave Unit# WCC02
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
92
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).
Show annotations
View images
View plain text
April 4, 2023 <br />7.0 ft T-Arm Mount Analysis CCI BU No 825183 <br />Order 564887, Revision 3 Page 4 <br />ENG-FRM-10208, Rev. E <br />3) ANALYSIS PROCEDURE <br />Table 2 - Documents Provided <br />Document Remarks Reference Source <br />Crown Application DISH Wireless Application 564887 Rev.3 CCI Sites <br />Mount Manufacturer Drawings Commscope MC-K6MHDX-9-96 Infinigy <br />3.1) Analysis Method <br />RISA-3D (Version 17.0.4), a commercially available analysis software package, was used to create a three- <br />dimensional model of the antenna mounting system and calculate member stresses for various loading cases. <br />Infinigy Mount Analysis Tool V2.3.4, a tool internally developed by Infinigy, was used to calculate wind loading <br />on all appurtenances, dishes and mount members for various loading cases. Selected output from the analysis <br />is included in Appendix B “Software Input Calculations”. <br />This analysis was performed in accordance with Crown Castle’s ENG-SOW-10208 Mount Analysis (Revision <br />E). <br />3.2) Assumptions <br />1) The antenna mounting system was properly fabricated, installed and maintained in good condition <br />in accordance with its original design and manufacturer's specifications. <br />2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 and <br />the referenced drawings. <br />3) All member connections are assumed to have been designed to meet or exceed the load carrying <br />capacity of the connected member unless otherwise specified in this report. <br />4) The analysis will be required to be revised if the existing conditions in the field differ from those <br />shown in the above-referenced documents or assumed in this analysis. No allowance was made <br />for any damaged, missing, or rusted members. <br />5) Prior structural modifications to the tower mounting system are assumed to be installed as shown <br />per available data. <br />6) Steel grades have been assumed as follows, unless noted otherwise: <br />Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) <br />HSS (Rectangular) ASTM A500 (GR B-46) <br />Pipe ASTM A53 (GR 35) <br />Connection Bolts ASTM A325 <br />This analysis may be affected if any assumptions are not valid or have been made in error. Infinigy should <br />be notified to determine the effect on the structural integrity of the antenna mounting system. <br />2210 3-4 N Grand <br />WCC02 - <br />10111268508/01/23
The URL can be used to link to this page
Your browser does not support the video tag.