My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5110 W VIEW DR 2023-05-22
>
Address Records
>
W VIEW DR
>
5110
>
5110 W VIEW DR 2023-05-22
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/22/2023 9:07:58 AM
Creation date
5/22/2023 9:07:21 AM
Metadata
Fields
Template:
Address Document
Street Name
W VIEW DR
Street Number
5110
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.
/
17
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
• Page 2 ` 5 <br /> DATE: 1 5/22/2022 COMPANY: joE <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: , ♦ t ... I <br /> CUSTOMER: 15110 WEST VIEW DR REVIEWED BY: ; 4 ' <br /> PROJ. ADDRESS: g PROJECT NAME: <br /> EVERETT - c18203 draftnw@gmail.com <br /> LEVEL: StruCalc Members LOADING: ASD <br /> MEMBER NAME: 2X8 RAFTERS CODE: 2018 International Building Code <br /> MEMBER TYPE: ! ROOF RAFTER NDS: 2018 NDS <br /> MATERIAL: I Solid Sawn <br /> Douglas Fir-Larch No.2 (1)1.5 X 7.25 24(in)O.C. DRY <br /> 2X8 RAFTERS DIAGRAM <br /> 1. 5"Bearing Length 3 5" <br /> 10' 2' <br /> 1 12' 1 <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):12 Member Slope:4/12 Actual Length(ft):12.65 Roof Pitch:4/12 O.C.Spacing(in):24 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (ins) (ins) (lbf/ft) Creep Factor <br /> 10.88 47.63 2.04 2.48 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1242 690 180 1417 625 1600 580 <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 1.2 1.2 1 1.05 1 1 1 <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 10 0 10 3.333333 1.00 0.70 1.00 1.00 <br /> 2 2 0 2 0.6666667 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) PASS(71.6%) 58.7 207.0 9.96 D+S 1.15 <br /> Bending Stress Y(psi) PASS(36.0%) 914.6 1428.3 4.8 D+S 1.15 <br /> Deflection(in) PASS(57.2%) 0.090(=L/560) 0.211(=L/240) 12 S <br /> Compressive Stress(psi) PASS(99.1%) 12.1 1358.7 0 D+S 1.15 <br /> Tensile Stress(psi) PASS(98.4%) 13.0 793.5 9.96 D+S 1.15 <br /> Bearing Stress(psi) PASS(77.1°a) 143.1 625.0 0 D+S 1.15 <br /> Bending-Compression(Unit) PASS (36.0%) 0.64 1.00 4.8 D+S 1.15 <br /> Bending-Tension(Unit) PASS(36,0%) 0.64 1.00 4.92 D+S 1.15 <br /> PROJECT: New Project 2018 International Buildino Code ASD <br />
The URL can be used to link to this page
Your browser does not support the video tag.