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DC10.5-12: Standard Requirements for Design and Analysis of Shallow Post-Tensioned Concrete Foundations on Expansive Soils

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Description

This publication is a combined standard that includes several important changes to older documents. The intention of the publication is to provide licensed design professionals with soil parameters, internal forces and stiffness requirements that are used for design of all ribbed and uniform-thickness post-tensioned foundations.

Note: This publication contains an update to the Design and Analysis Standards published in PTI DC10.1-08: Design of Post-Tensioned Slabs-on-Ground, 3rd Edition with 2008 Supplement

46 pages; 8½ x 11 in. (soft cover)

Published December 2012

 

Table of Contents

Table of Contents

1.0—Scope

2.0—Definitions and Abbreviations

2.1—Definitions

2.2—Abbreviations

3.0—Notation

4.0—General

4.1—Soils

4.2—Materials

4.3—Durability

5.0—Soil parameters

5.1—Edge moisture variation distance em

5.2—Differential soil movement ym

5.3—Moisture barriers

6.0—Structural analysis and design

6.1—General

6.2—Ribbed foundations

6.3—Uniform thickness foundations (UTFs)

7.0—Flexure

7.1—Center lift

7.2—Edge lift

7.3—Allowable stress

7.4—Cracked sections

8.0—Shear

8.1—Applied concrete shear stress

8.2—Center lift

8.3—Edge lift

8.4—Allowable stress

9.0—Stiffness

10.0—References

10.1—Referenced standards and reports

10.2—Cited references

Appendix

ADDENDA AND ERRATA INFO

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