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 v2077 licensed to: Michael Johnson Reg# 7992-66428 <br /> PLAN 1875 HALL <br /> &4 Date: 6/18/14 <br /> Selection (3)2x 12 DFL p2 Lu =0.0 Ft <br /> Conditions NOS 2005 <br /> Min Bearing Area R1= 3.6 in' R2=3.6 in' (1.5) DL Defl= 0.05 in <br /> Data Beam Span 11 D ft Reaction 1 LL 1760# Reaction 2 LL 1760# <br /> � Beam Wt per R 12.3# Reaction 1 TL 2268# Reaction 2 TL 2268# <br /> Bm Wt Included 135# Masimum V 2268# <br /> Max Moment 6236'# Mas V(Reduced) 1881 # <br /> TL Max Defl U 240 TLActual DeH L/748 <br /> LLMaxDeH U360 LLActualDefl L/>1000 <br /> Athibutes Section�in') Shear�in'j _ TL Defl��LL Defl <br /> Actual 94.92 50.63 0.18 0.12 <br /> Critical 83.15 15.68 0.55 0.37 <br /> Status OK OK OK OK <br /> Ratio 88% 31% 32% 34% <br /> Fb psi Fv si E si x mil Fc I si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 900 180 1.6 625 <br /> Adiustments CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> CrRepetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb= 0.00 Le= 0.00 Ft <br /> Loads Uniform LL 320 UniformTL: 400 =A <br /> � Uniform Load A � <br /> 0 0 <br /> Ri =2268 R2=2268 <br /> SPAN = 11 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.