|
We've done everything possible to make Soils in Construction as "bug-free" as possible; however, errors are inevitable in any human production. Some of these are listed below. If you feel you've seen an error, click here and go to our contact page and let us know. Thanks again for purchasing and using Soils in Construction.
| Page |
Error and Correction |
Comments |
| 221 |
Fc = 1.8, so qp = 9 x 1000 x 1.8 = 16,200 psf and Qd = 151,560 lbs. |
|
| 353 |
Answers for Chapter 8 Problems Misnumbered |
Problem "7" is actually answer for Problem 8. Problem "8" is actually answer for problem 9. |
| 353 |
Qu = 58 kips |
Answer to Problem 11.5. Hammers are the smallest commonly available for their type, so using a smaller one is unlikely from a practical standpoint. |
| 21 (Instructor's Manual) |
"-9%" should read "29%" |
Chapter 8, Problem 6 |
| 36 (Instructor's Manual) |
Value of delta should be corrected. |
|
| 38-39 (Instructor's Manual) |
Problem "7" solution is in reality solution for Problem 8. |
Given Problem 8 solution should be ignored. |
|
This entire site Copyright© 1997-2008 Don C. Warrington. All rights reserved.
Website maintained by Positive Infinity and hosted by 1 and 1 Internet.
|