My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3322 KROMER AVE 2023-05-26
>
Address Records
>
KROMER AVE
>
3322
>
3322 KROMER AVE 2023-05-26
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/26/2023 9:16:42 AM
Creation date
5/25/2023 2:41:20 PM
Metadata
Fields
Template:
Address Document
Street Name
KROMER AVE
Street Number
3322
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.
/
83
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
Vmr MaEA'.%.Maw. Vm Maw. VarMSEW.VsaMSEWV..MSEWV. MSEW-V--M9EA'.V--MSEA'.V-Maw,V-MSEW'. Vmr MfEW.Y'awMSEWYaam NSEW`+V-.s MSEA'.V-.s MSEA'.Vm�M.¢Y.S'mr MSFA'.Vme MiEA'. Vmw MaEA'. V-MaW.V..v MSEW-MSEW VwaMSEV <br />MSEW -- Mechanically Stabilized Earth Walls Kikuchi Retaining Wall <br />Present Datei rime: Tue Mar 09 13:17:37 2021 C:1Users;henry.w'right,DocumentslMSEW Files.7833 LnU6.67 Foot.BENp <br />V—MS -V..m MSEWV- .bMW-V-.MSEW'V'mb.MSEW.V. MEW.Vma-MiEW.V..a MaEWVwaMSEW V—MSEW.V—MSEW. Vwa MSEW'•V�aw MSER'. YeaMSEWVsa MSEW.Va..r M1EA4 V'msMSFA'+V..Mw MaEW. <br />ANALYSIS: CALCULATED FACTORS (Static conditions) <br />Bearing capacity, Fs = 10.47, Meyerhof stress = 1055 lb/ft'-. <br />Fniinrlatinn Tntarfana Tlirart clirlina Fe = 1 '779 Frrantririty off = n n15Z5Z Fc-nxrPrtnrnina = d IA <br />GEOGRID <br />CONNECTION <br />Fs -overall Fs -overall Fs -overall <br />Geogrid Pullout Direct Eccentricity <br />Product <br /># Elevation Length Type <br />(pullout [connection [geogrid <br />strength resistance sliding e/L <br />name <br />[ft] [ft] # <br />resistance] break] strength] <br />Fs Fs Fs <br />1 2.00 6.00 1 N/A 3.80 3.84 3.837 4.840 2.411-0.0623 Miragrid 5XT <br />2 4.67 6.00 1 N/A 11.40 11.51 11.510 8.524 17.244-0.1861 Miragrid 5XT <br />ANALYSIS: CALCULATED FACTORS (Seismic conditions) <br />Bearing capacity, Fs = 5.21, Meyerhof stress = 1496 lb/ft2. <br />Fnnndatinn Tntarfana• MrAnt clirlina Rc = 1 1 dR Frrantrinity P/T = n 1 01 d Fe-nvartiirnina = I AO; <br />GEOGRID <br />CONNECTION <br />Fs -overall Fs -overall Fs -overall <br />Geogrid Pullout Direct Eccentricity <br />Product <br /># Elevation Length Type <br />[pullout [connection [geogrid <br />strength resistance sliding e/L <br />name <br />[ft] [ft] 4 <br />resistance] break] strength] <br />Fs Fs Fs <br />1 2.00 6.00 1 N/A 2.67 2.69 2.692 2.896 1.285 0.0031 Miragrid 5XT <br />2 4.67 6.00 1 N/A 5.78 5.84 5.839 3.363 6.169-0.1780 Miragrid 5XT <br />V..m.MSEW'. VwaMSEA'•S'rve. MSEA'-V'n.r MSEY-Vmr MSEA'. Vwa MiEW. Vww MaEW.:'.SaW.V..a MSEW'•Vmm MSEA'•Yww 1Q1EW'•V-w MSLA'•Y'na MSEA'-V'.r.s NSE A'-S'ms.MSEA'-V -MiFW- <br />Kikuchi Retaining Wall Page 5 of 5 <br />Copyright i0' 1998-2021 ADAMA Engineering, Inc. License number MSEW-401027 <br />
The URL can be used to link to this page
Your browser does not support the video tag.