My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5828 GLENWOOD AVE CINGULAR WIRELESS ANTENNA 2020-12-29
>
Address Records
>
GLENWOOD AVE
>
5828
>
CINGULAR WIRELESS ANTENNA
>
5828 GLENWOOD AVE CINGULAR WIRELESS ANTENNA 2020-12-29
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/29/2020 8:39:33 AM
Creation date
7/8/2019 9:32:52 AM
Metadata
Fields
Template:
Address Document
Street Name
GLENWOOD AVE
Street Number
5828
Tenant Name
CINGULAR WIRELESS 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.
/
64
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
BY VALMONT INDUSTRIES FOR: GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD DATE 11/11/2016 <br /> Fuse 1.13.0.0 <br /> n <br /> NUMBER SHIPPED PROJECTION GALVANIZED THREAD <br /> OF BOLTS DIAMETER LENGTH WEIGHT AS LENGTH LENGTH SIZE <br /> (IN.) (IN.) (KIPS) (IN.) (IN.) <br /> 10 1.750 66.00 0.63 BOLTS, TEMPLATES 9.00 66.00 5-UNC-2A <br /> STEEL STEEL MAXIMUM BOLT MAXIMUM BOLT FACTORED NOMINAL STRESS INTERACTION CONFIGURATION OF <br /> SPEC. SPECIF. FORCE SHEAR FORCE TENS. STRENGTH AREA VALUE BOTTOM END <br /> VALMONT (KIPS) (KIPS) (KIPS) (SQ. IN.) <br /> S23 A615 96.94 1.44 152.00 1.90 0.66 THREADED WITH HEAVY HEX HEAD NUT <br /> NOTE: BOLT INTERACTION VALUE WAS CALCULATED BY DIVIDING SHEAR FORCE BY FACTOR RELATED TO DETAIL TYPE d] IN EIA-G SPECS. <br /> *** BOLT COORDINATES (IN.) *** <br /> BOLT NO. X-COORD Y-COORD * BOLT NO. X-COORD Y-COORD <br /> 1 23.625 0.000 * 2 19.113 13.886 <br /> 3 7.301 22.469 * <br /> MAX. BOLT CIRCLE = 47.25 IN. TEMPLATE DIAMETER = 50.75 IN. <br /> *** BASE PLATE CHARACTERISTICS GOVERNED BY LOADING CASE WIND *** <br /> BASE PLATE BASE PLATE ACTUAL RAW MATERIAL POLE DIAM. <br /> DIAMETER THICKNESS WEIGHT WEIGHT (MAJOR DIAM.) <br /> (IN.) (IN.) (KIPS) (KIPS) (IN.) <br /> 52.42 2.00 0.85 1.53 40.75 <br /> EFFECTIVE PLASTIC MOMENT IN PLASTIC FACTORED <br /> PLATE WIDTH SECTION MOD. BASE PLATE MOMENT RESISTING MOM. <br /> (IN.) (CU. IN.) (IN. -K) (IN. -K) (IN. -K) <br /> • <br /> 12.80 12.80 315.05 640.10 576.09 <br /> STEEL STEEL EFFECTIVE STRESS <br /> SPECIF. SPECIF. YIELD STRESS RATIO <br /> VALMONT OTHER (KSI) <br /> S56 A572 50 0.55 <br /> ** LOADS AT POLE BASE IN THE GLOBAL COORDINATE SYSTEM ************************** LOADING CASES ************************* <br /> LOADING CASE IDENTIFICATION WIND ICE + WIND T+S Seismic ]MAX CRITERION- LOAD CASE <br /> MOMENT ABT. X-AXIS (IN-KIP) 10541 2079 2926 2357 ]MOMENT ABT. X WIND <br /> MOMENT ABT. Y-AXIS (IN-KIP) -8845 -1744 -2455 -1978 ]MOMENT ABT. Y WIND <br /> SHEAR FORCE (LB.) 14393 3005 4013 2968 ]RES. MOMENT WIND <br /> VERTICAL FORCE (LB.) 16966 21588 13942 16706 ]SHEAR FORCE WIND <br /> ]BOLT FORCE WIND <br /> ]BOLT TENSION WIND <br />
The URL can be used to link to this page
Your browser does not support the video tag.