My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3710 TULALIP AVE 2024-06-13
>
Address Records
>
TULALIP AVE
>
3710
>
3710 TULALIP AVE 2024-06-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/13/2024 9:13:31 AM
Creation date
4/23/2024 3:34:04 PM
Metadata
Fields
Template:
Address Document
Street Name
TULALIP AVE
Street Number
3710
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.
/
27
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 300' GT Rucker Hill, Everett, WA 210621.13 3 of 3 <br /> North West Tower Engineering Project Date <br /> 3426 Broadway Salle 302 Proposed,Vult=115mph &3Omph with 0.25" Ice 15:34:33 04/22/21 <br /> Everett, WA 98201 Client Designed by <br /> Phone:425 258 4248 Sno911 <br /> FAX:425 258 4289 Steven Diamond <br /> Section Elevation Component Size Critical P aP"rro,. % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> 14.0(b) <br /> Bottom Girt P1.5x.120 655 1048.36 19665.40 5.3 Pass <br /> 12.2(b) <br /> T20 60-40 Leg P3.5x.437(3.5"OD) 706 -109331.00 159413.00 68.6 Pass <br /> Diagonal P1.5x.065(1.5"OD) 757 -3633.83 6918.31 52.5 Pass <br /> Top Girt P1.5x.065(1.5"OD) 709 859.95 11076.60 7.8 Pass <br /> 18.4(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 712 859.52 11076.60 7.8 Pass <br /> 18.4(b) <br /> T21 40-20 Leg P3.5x.437(3.5"OD) 763 -110529.00 159525.00 69.3 Pass <br /> Diagonal P1.5x.065(1.5"OD) 776 -2006.37 6918.31 29.0 Pass <br /> Top Girt P1.5x.065(1.5"OD) 766 739.48 11076.60 6.7 Pass <br /> 15.8(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 769 611.77 11076.60 5.5 Pass <br /> 13.1(b) <br /> T22 20-5 Leg P3.5x.437(3.5"OD) 820 -104579.00 158542.00 66.0 Pass <br /> Diagonal P1.5x.065(1.5"OD) 863 -2258.80 6948.32 32.5 Pass <br /> 33.1(b) <br /> Top Girt P1.5x.065(1.5"OD) 823 920.85 11076.60 8.3 Pass <br /> 19.7(b) <br /> Bottom Girt P1.5x.060(1.5"OD) 826 1847.48 10227.40 18.1 Pass <br /> 43.0(b) <br /> T23 5-0 Leg P3.5x.437(3.5"OD) 865 -96739.00 156884.00 61.7 Pass <br /> Horizontal C8x11.5 872 -120.00 107705.00 6.1 Pass <br /> Top Girt C8x11.5 868 17981.90 109512.00 16.4 Pass <br /> Summary <br /> Leg(T4) 82.3 Pass <br /> Diagonal 86.3 Pass <br /> (T18) <br /> Horizontal 6.1 Pass <br /> (T23) <br /> Top Girt 19.8 Pass <br /> (T8) <br /> Bottom Girt 46.3 Pass <br /> (T18) <br /> Guy A(T18) 62.8 Pass <br /> Guy B(T18) 53.1 Pass <br /> Guy C(T18) 68.9 Pass <br /> Torque Arm 40.8 Pass <br /> Top(T18) <br /> Bolt Checks 86.3 Pass <br /> RATING= 86.3 Pass <br /> Program Version 8.0.7.5-8/3/2020 File:P:/Projects 2021/SNO911 A&E project 202 1/2 1 0 62 1.13 300-ft GT Rucker Hill,WA Sno911 BP <br /> calculations/Analysis/300-ft GT Rucker Hill Proposed 210621.13.eri <br />
The URL can be used to link to this page
Your browser does not support the video tag.