Tag Archives: Laterally loaded pile

LatPilePY 1.04

Following comments from Stephen on LatPile 1.03 I have modified the code so that if the specified Soil Properties range includes lines 8 and 9 (for specified effective depths at the top of each layer), but these lines are blank, the effective … Continue reading

Posted in Excel, Geotechnical Engineering, Newton, UDFs, VBA | Tagged , , , , , | 9 Comments

Using LatPilePY

LatPilePY is a User Defined Function (UDF) used to analyse the deflections and load actions in laterally loaded piles.  It was presented in this post: LatPilePY.  In response to an e-mail request, this post will give step by step instructions for … Continue reading

Posted in Arrays, Concrete, Excel, Geotechnical Engineering, Newton, UDFs, VBA | Tagged , , , , , , | Leave a comment

Lateral pile analyis with PY curves …

… and non-linear pile properties.  In previous posts I have presented Excel User Defined Functions (UDFs) to analyse a laterally loaded pile, generate soil PY Curves based on the recommendations in the COM624 Manual, and determine the flexural stiffness of cracked … Continue reading

Posted in Concrete, Excel, Geotechnical Engineering, Newton, UDFs, VBA | Tagged , , , , , | 17 Comments

LatPile – Analysis of Lateral Loads on Piles

This post presents an Excel User Defined Function (UDF) to carry out the analysis of vertical piles subject to horizontal loads, using the same approach as employed in the DOS program COM624. A spreadsheet including the UDF and an on-spreadsheet … Continue reading

Posted in Beam Bending, Excel, Geotechnical Engineering, Newton, UDFs, VBA | Tagged , , , , , | 10 Comments