My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9318 5TH DR SE 2015 Plans 2022-12-06
>
Address Records
>
5TH DR SE
>
9318
>
Plans
>
9318 5TH DR SE 2015 Plans 2022-12-06
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/6/2022 8:45:57 AM
Creation date
7/31/2018 7:51:39 AM
Metadata
Fields
Template:
Address Document
Street Name
5TH DR SE
Street Number
9318
Permit
C1504-002
Year
2015
Notes
RB1408-001 NEW SFR
Address Document Type
Plans
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.
/
69
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
, � PLAN 1875 <br /> BeamChek v20111icensed to:Michael Johnson Reg# 7992-66428 <br /> GREATROOM <br /> B-1 Date:6/27/14 <br /> Selection 3-1/ez 9 GLB 24FV4 DF/DF W =0.0 Ft <br /> Conditions N052005 <br /> Min BearingArea R1=4.0 in' R2=4.0 in' (1.5) DL Defl= 0.08 in Remm Camber-0.13 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 1760 # Reaction 2 LL 1760# <br /> Beam Wt per ft 6.83# Reaction 1 TL 2587# Reaction 2 TL 2587# <br /> Bm Wt lncluded 55 # Maximum V 2587# <br /> Max Moment 5175'# Max V(Reduced) 2102# <br /> TL Max Defl L/240 TLActual Defl L/475 <br /> LL Max Defl L/360 LLActual Defl L/810 <br /> Attnbutes Section in' Shear in' TL Defl in LL Defl <br /> Actual 42.19 28.13 020 0.12 <br /> Cntical 25.87 13.14 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 61% 47% 51% 44% <br /> Fb si Fv si E psi x mil Fc I psi <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2400 240 1.8 650 <br /> Adiustments CvVolume 1.000 <br /> Cd Duration 1.00 1.00 <br /> CrRepetitive 1.00 <br /> Ch ShearStress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> ClStability 1.0000 R6=0.00 Le=0.00Ft <br /> Loads Uniform LL:440 Uniform TL'. 640 =A <br /> Uniform Load A i <br /> 0 � <br /> R1 =2587 R2=2587 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
The URL can be used to link to this page
Your browser does not support the video tag.