My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
6229 W MAGNOLIA AVE 2021-02-17
>
Address Records
>
W MAGNOLIA AVE
>
6229
>
6229 W MAGNOLIA AVE 2021-02-17
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/17/2021 8:27:24 AM
Creation date
7/14/2020 10:02:38 AM
Metadata
Fields
Template:
Address Document
Street Name
W MAGNOLIA AVE
Street Number
6229
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.
/
19
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
- BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Mironets 16'OHGD Hdr <br /> M-01 Prepared by: KAD Date:4/11/18 <br /> Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5) DL Defl= 0.35 in Recom Camber=0.52 in <br /> Data Beam Span 16.5 ft Reaction 1 LL 619# Reaction 2 LL 619# <br /> Beam Wt per ft 9.11 # Reaction 1 TL 1527# Reaction 2 TL 1527# <br /> Bm Wt Included 150# Maximum V 1527# <br /> Max Moment 6300'# Max V(Reduced) 1342# <br /> TL Max Defl L/240 TL Actual Defl L/394 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 75.00 37.50 0.50 0.15 <br /> Critical 31.50 8.39 0.83 0.55 <br /> Status OK OK OK OK <br /> Ratio 42% 22% 61% 28% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 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:75 Uniform TL: 126 =A <br /> Par Unif TL Start End <br /> H =50 0 16.5 <br /> H <br /> Uniform Load A <br /> R1 = 1527 R2= 1527 <br /> SPAN = 16.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
The URL can be used to link to this page
Your browser does not support the video tag.