b'Table of ContentsChapter 7 - ECP Steel Piers Design ExamplesDesign Example 1Calculate Foundation Load - Two Story Brick with Full Basement 133Design Example 1ACalculate Foundation LoadQuick -SolveMethod134Design Example 2Calculate the Maximum Pier Spacing for Design Example 1 135Design Example 2AAdjusting for Pier Buckling in Weak Soil 135Design Example 3Calculate Foundation Load - Single Story Slab on Grade 136Design Example 3ACalculate Foundation LoadQuick -Solve Design Method 137Design Example 4Calculate the Maximum Pier Spacing for Design Example 3 138Design Example 5Calculate the Foundation Load and Determine Pier Spacing -Three Story Office Building 139Design Example 5AEstimate the Drive Cylinder and Lifting Ram PressuresQuick -Solve Design Method for Design Example 5 142Design Example 6Determining Force Applied to Pier from Field Data 143Design Example 6ADetermining Force Applied to Pier Quick -Solve Design Method143EARTH CONTACT PRODUCTSDesigned and Engineered to Performwww.getecp.comEarth Contact Products, LLC reserves the right to change design features, specifications and products without notice,consistent with our efforts toward continuous product improvement.Please check with Engineering Department, EarthContact Products to verify that you are using the most recent information and specifications.ECP Technical Design Manual Steel Pier Design Examples2021 Earth Contact Products, L.L.C.2021-09 Chapter 7 - Page 132 All rights reserved'