My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
709 80TH ST SW SPRINT WIRELESS ANTENNA 2023-08-08
>
Address Records
>
80TH ST SW
>
709
>
SPRINT WIRELESS ANTENNA
>
709 80TH ST SW SPRINT WIRELESS ANTENNA 2023-08-08
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/8/2023 2:35:14 PM
Creation date
8/8/2023 2:28:53 PM
Metadata
Fields
Template:
Address Document
Street Name
80TH ST SW
Street Number
709
Tenant Name
SPRINT 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.
/
72
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 /> Site Number: 83067 Code: ANSIITIA-222-G <br /> Site Name: South Everett,WA Engineering Number: OAA709101_C3_02 8/29/2017 11:37:47 AM <br /> Customer: CLEARWIRE CORPORATION <br /> Force/Stress Summary <br /> Section: 5 U8 Bot Elev(ft):80.00 Height(ft):20.000 <br /> Shear Bear <br /> Pu Len Bracing% F'y Phic Pn Num Num phiRnv phiRn Use <br /> Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.25" -101.95 1.2D+1.6W 10.02 100 100 100 0.0 0.0 142.50 0 0 0.00 0.00 71 User Input <br /> HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 <br /> DIAG SAE-3X3X0.1875 -4.04 1.2D+1.6W 90 12.50 50 50 50 125.9 36.0 15.34 1 1 31.81 20.88 26 Member Z <br /> Shear Bear Bik Shear <br /> Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use <br /> Max Tension Member (kip) Load Case (ksi) (ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.25" 93.27 0.9D+1.6W 180 50 65 165.70 0 0 0.00 0.00 56 User Input <br /> HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 <br /> DIAG SAE-3X3X0.1875 4.21 1.2D+1.6W 36 58 28.68 1 1 31.81 12.72 14.50 33 Bolt Bear <br /> Pu phiRnt Use Num <br /> Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 76.68 0.9D+1.6W 180 0.00 0 0 <br /> Top Compression 84.52 1.2D+1.6W 0.00 0 <br /> Bot Tension 98.19 0.9D+1.6W 180 327.12 30 6 1 A325 <br /> Bot Compression 108.70 1.2D+1.6W 0.00 0 <br /> Section: 6 U6-10FT Bot Elev(ft):100.0 Height(ft): 10.000 <br /> Shear Bear <br /> Pu Len Bracing% F'y Phic Pn Num Num phiRnv phiRn Use <br /> Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.25" -75.31 1.2D+1.6W 10.02 100 100 100 0.0 0.0 142.50 0 0 0.00 0.00 52 User Input <br /> HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 <br /> DIAG SAE-3X3X0.1875 -5.14 1.2D+1.6W 11.41 50 50 50 116.2 36.0 17.35 1 1 31.81 20.88 29 Member Z <br /> Shear Bear Bik Shear <br /> Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use <br /> Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.25" 68.95 1.2D+1.6W 180 50 65 165.70 0 0 0.00 0.00 41 User Input <br /> HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 <br /> DIAG SAE-3X3X0.1875 4.60 0.9D+1.6W 60 36 58 28.68 1 1 31.81 12.72 14.50 36 Bolt Bear <br /> Maxu phiRnt Use Num <br /> ax Splice Forces <br /> (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 66.36 0.9D+1.6W 180 0.00 0 0 <br /> Top Compression 73.10 1.2D+1.6W 0.00 0 <br /> Bot Tension 76.68 0.9D+1.6W 180 327.12 23 6 1 A325 <br /> Bot Compression 84.52 1.2D+1.6W 0.00 0 <br /> • <br /> Page 14 <br />
The URL can be used to link to this page
Your browser does not support the video tag.