My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4020 HOYT AVE 2025-10-06
>
Address Records
>
HOYT AVE
>
4020
>
4020 HOYT AVE 2025-10-06
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/6/2025 8:05:06 AM
Creation date
9/15/2025 1:22:15 PM
Metadata
Fields
Template:
Address Document
Street Name
HOYT AVE
Street Number
4020
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.
/
129
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
PASS-- <br /> [)ATI:: 12/1�4/2021 COMPANY: American Home Planners <br /> VITRUVIUS BIJILC,. StruCalc DESIGNED BY: L V <br /> CUSTOMEF:: Lucas REVIEWED BY: L V <br /> PROD.ADDRESS: -- PROJECT NAME: Lucas <br /> LEVEL: Main Floor — LOADING: ASD <br /> MEMBER NAME* Exist(2)2x6FIrJst CODE: 2018 International Building Code <br /> MEMBER 1YPE:: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL_ _Solid Sawn <br /> Hem-Fir No.2 (2)1.5 X S.5 16(n)O.C. DRY <br /> Start(ft):0 End(ft):11 Member Slope:0/12 4ctual Length(ft):11 O.C.Spacing(in):16 <br /> Area Ix ly BSW lams G Kcr <br /> on2) (n`) (n`) (Ibf/ft) Creep Factor <br /> 16.S 41.59 3.09 3.26 2 0.43 1 <br /> Fb(psi) Ft(psi) Fv(psi)— ---Fc(psi) — Fc1(ps) E(psi)x10.3 Emin(psi)x10'— <br /> Base Values 8S0 .;25 150 1300 40S 13DO 470 <br /> Adjusted Values 1271 E 82 150 -- -- 1430 — 405 — 13DO --- 470 — <br /> CM 1 — 1 - - 1 1 1 I 1 <br /> CT 1 1 1 1 1 I 1 <br /> Ci 1 1 1 1 1 I 1 <br /> -I--- 1.3 1.3 ----- 1.1 — ---�--- 1 <br /> -Bending Adjustment Factors Cfu=1 Cr=1.15 <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 11 0 11 0 1.00 0.74 1.00 11.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (74.5%) 38.3 150.0 i) D+I. 1 <br /> Bending Stress Y(psi) PASS(27.7%) 919.1 1270.7 5.5 D+I. 1 <br /> Ceflection(in) PASS(11.4%) 0325(=U406) 0.367(=L/360) S.S L <br /> Bearing Stress(psi) PASS (90.1%) 40.1 405.0 0 D+I. 1 <br /> Eh •-Units for V:Ibf Units for M:Ibf-ft — <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC a SEISMIC- ICE RAIN EARTH <br /> A 128 293 0 0 0 0 0 0 0 0 0 <br /> 8 128 293 0 0 0 0 0 0 0 0 0 <br /> Reaction Locatior <br /> A --- --- ---- -------- B <br /> Type Left Magnitude Right Magnitude Load Start(ft) — Lead End(ft) Load Type Direction — <br /> Uniform(Ibf/ft) 53.33333 — 53.33333 0 11 Li%e Y <br /> Uniform(Ibf/ft) 20 20 0 11 Dead Y <br /> Self Weight(lb1/ft) 3.26 3.26 0 11 Dead Y <br /> PROJECT:Lucas 2018 International Buildina Code ASD <br />
The URL can be used to link to this page
Your browser does not support the video tag.