My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4929 SOUND AVE 2025-09-19
>
Address Records
>
SOUND AVE
>
4929
>
4929 SOUND AVE 2025-09-19
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/19/2025 4:18:43 PM
Creation date
4/2/2025 10:13:58 AM
Metadata
Fields
Template:
Address Document
Street Name
SOUND AVE
Street Number
4929
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.
/
105
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
ll PASSIII <br /> DATE: 6/25/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Ambrose REVIEWED BY: L V <br /> - PROJ.ADDRESS: -- PROJECT NAME: Ambrose-Mukilteo <br /> Mukilteo, <br /> LEVEL: Main Floor LOADING: ASD <br /> • MEMBER NAME: Cantilerver Rear Upper Fir Jst CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Hem-Fir No.2 T (1)1.5 X 9.25 0(in)O.C. DRY <br /> Cantilerver Rear U a 3er Fir Jst DIAGRAM <br /> o - ► �... fir.- <br /> 5,z� • <br /> ! i <br /> 3 5" Bearing Length 3(5' <br /> I 12' I 2' <br /> I 14' <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):14 Member Slope:0/12 Actual Length(ft):14 O.C.Spacing(in):16 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in') (in") (lbf/ft) Creep Factor <br /> 13.88 98.93 2.6 2.74 1 0.43 1 <br /> --- <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc.L(psi) E(psi)x10' Emin(psi)x103 <br /> Base Values 850 525 150 1300 405 1300 470 <br /> Adjusted Values 1075 578 150 1300 405 1300 470 <br /> CM 1 1 1 1 1 1 1 <br /> CT 1 1 1 1 1 1 1 <br /> Ci 1 1 1 1 1 1 1 <br /> CF 1.1 1.1 1 1 1 1 1 <br /> -------- ---- <br /> Bending Adjustment Factors Cfu=1 Cr=1.15 <br /> BEAM DATA — — — <br /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br /> 1 12 0 12 0 1.00 0.56 1.00 1.00 <br /> 2 2 0 2 0 1.00 0.99 1.00 1.00 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) esiS:y 0):..I I.) 56.0 150.0 11.9 D+L 1 <br /> - Bending Stress Y(psi) PASS(27.0%) 437.5 599.0 11.9 D+L 1 <br /> Deflection(in) PASS(32.3%) 0.090(=L/531) 0.133(=L/360) 14 L <br /> Bearing Stress(psi) PASS(56.8%) 193.9 448.4 12 D+L 1 <br /> RE'CTIONS Units for V:lbf Units for M:Ibf-ft <br /> V axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 76 311 0 0 0 0 0 0 0 0 0 <br /> B 582 436 0 0 0 0 0 0 0 0 0 <br /> C 0 0 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B C <br /> PROJECT:Ambrose- Mukilteo 2018 International Buildino Code ASD <br />
The URL can be used to link to this page
Your browser does not support the video tag.