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
(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
9 years ago
Another great calculation I have awarded a free 6 month XLC Pro subscription by way of thanks.
