ROCK SOCKETS TUBULAR PILE DESIGN-ANALYSIS-CHECKS

(5/2)

Description


Group Effects Must be considered for a centre to centre spacing less than 4 diameters between pile shafts for axial loads and 5 diameters for lateral loads

   Design of rock sockets for tubular steel piles

Check 1.

 

Check 2.

 

Calculation Reference
Pile Design

Pile Analysis

LRFD Piles

Calculation Preview

yener (yener)
29 Dec 2015
File Size: 3,499.00 Kb
Downloads: 104
File Version: 1.0
File Author: yener
File Rating (5/2)

 
Full download access to any calculation is available to users with a paid or awarded subscription (XLC Pro).
Subscriptions are free to contributors to the site, alternatively they can be purchased.
Click here for information on subscriptions.
Comments: 1
johndoyle[admin] 8 years ago
Another great calculation I have awarded a free 6 month XLC Pro subscription by way of thanks.
Web Analytics