My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2105 GRAND AVE 2018-09-11
>
Address Records
>
GRAND AVE
>
2105
>
2105 GRAND AVE 2018-09-11
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/11/2018 9:10:08 AM
Creation date
9/11/2018 9:10:02 AM
Metadata
Fields
Template:
Address Document
Street Name
GRAND AVE
Street Number
2105
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.
/
53
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 v2013 licensed to:Three Nail Designs Reg#8551-66863 <br /> 2105 Grand <br /> Deck Beams Prepared by:JWH Date:4/30/17 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.3 int R2=1.3 int (1.5)DL Defl= 0.18 in <br /> Data Beam Span 14.5 ft Reaction 1 LL 453# Reaction 2 LL 453# <br /> Beam Wt per ft 7.87# Reaction 1 TL 782# Reaction 2 TL 782# <br /> Bm Wt Included 114# Maximum V 782# <br /> Max Moment 2835'# Max V(Reduced) 699# <br /> TL Max Defl L/240 TL Actual Defl L/496 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.35 0.17 <br /> Critical 31.50 5.82 0.73 0.48 <br /> Status OK OK OK OK <br /> Ratio 63% 18% 48% 35% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:63 Uniform TL: 100 =A <br /> Uniform Load A <br /> R1=782 R2=782 <br /> SPAN=14.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 3/Zi <br />
The URL can be used to link to this page
Your browser does not support the video tag.