My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002 W Alton Ave - Soils Report
PBA
>
Building
>
Soils Reports
>
A
>
Alton Ave
>
2002 W Alton Ave
>
2002 W Alton Ave - Soils Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/6/2026 1:12:52 PM
Creation date
6/28/2021 8:57:13 AM
Metadata
Fields
Template:
Soils Report
Full Address
2002 W Alton Ave
Street Number
2002
Street Direction
W
Street Name
Alton
Street Suffix
Ave
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
349
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).
Show annotations
View images
View plain text
I - I I I I I -'lI I T I I I I I I I 1' <br />16 I nch_Fli_Dr i ven. lp9o <br />Job Nunberi D-3885-06 <br />C l ient: Christ our Savior <br />Description: 16-inch square Concrete D!iven Pile, aixe.l Head <br />Program Options and Settings <br />conputat j.ooa1 options : <br />- Use unfactored Ioads in conputatrons (conveotional analysis) <br />Englneering Onits Used fo! Da!a Input and Cornputations: <br />- 0S Customary System Unils (pounds, feet, incheg) <br />Analysis control options: <br />- lraximum nunber of i.telalions alloired <br />- Deflectlon tolelance for convergence <br />- Maxinum allowable deflection <br />- Nunber of pile increments <br />500 <br />1. 00008-05 in <br />100.0000 in <br />100 <br />Loadrng Type and Nunber of Cycl.es of Loading <br />- s latj.c loading specrfied <br />Use of p-y modification factors for p-y curwe3 not selected <br />No distributed laEeral loads are entered <br />Loading by Iateral soil movements acting on pile not selected <br />Input of shear resj.stance at the pile tip not aelected <br />ComputatioD of pile-head founddtion stiffness natrix not selected <br />Push-over analysis of pile not selected <br />Bucklrog analysis of pile not selecled <br />Oulput Options i <br />- output frles use decimal points to denote deciDal synrols. <br />- values of pile-head aleflection, bendinq moment, shear force, and <br />soil reaction are printed for full Ieogth of pile. <br />- Printing fncrenent (nodal spacing of output points) = 1 <br />- No p-y curves to be compuled and reported for user-specified depths <br />- Priot using wide report formats <br />PiIe Structural Properties and Geome!ry <br />Number of pile sections <br />Total length of pi Ie <br />Depth of ground surface <br />defined <br />belo{ top of pile <br />1 <br />60.000 ft <br />0. 0000 ft <br />Page 2 <br />Engineer: oxs
The URL can be used to link to this page
Your browser does not support the video tag.