Pole Foundation Analysis

[usman]

Pole Foundation Analysis

POLE FOUNDATION ANALYSIS
- For Free-Top Rigid Round Piers Using PCA/Czerniak Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Using UBC Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Using OAAA Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Embedded in Granular Soil Using USS/Teng Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Rigid Round Piers Embedded in Cohesive Soil Using USS/Teng Method Subjected Vertical Load, Horizontal Load, and/or Moment

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

426KB XLS

[Diquan]

"POLEFDN" --- Pole Foundation Analysis Program

Size: 271 KB

Author: Alex Tomanovich

-Pole foundation analysis for free-top round piers using PCA/Czerniak method
-Pole foundation analysis for free-top round piers using IBC 2012 method
-Pole foundation analysis for free-top round piers using OAAA method
-Pole foundation analysis in granular soil using USS/Teng method
-Pole foundation analysis in cohesive soil using USS/Teng method

"Updated to the IBC-2012"

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

Direct Link:

  POLEFDN.xlsx (Size: 261.87 KB / Downloads: 145)

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

This post has been made by CivilEA Post-Generator ver 2.1.6