355.3R-11 Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D

355.3R-11 Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D

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Description

This guide presents worked examples using the design provisions in ACI 318 Appendix D. Not all conditions are covered in these examples. The essentials of direct tension, direct shear, combined tension and shear, and the common situation of eccentric shear, as in a bracket or corbel, are presented.

Keywords: anchorage; combined tension and shear; design examples; eccentric shear; embedded bolts; headed-stud anchors; post-installed anchors; shear; tension.

 

Document Details

Author: ACI Committee 355

Publication Year: 2011

Pages: 124.00

ISBN: 9780870314254

Categories: Anchors

Formats: Protected PDF/Web View

Table of Contents

Chapter 1—Introduction

1.1—Introduction

1.2—Discussion on design example problems

1.3—Commentary on seismic requirements for Appendix D of ACI 318-02 and ACI 318-05

1.4—Commentary on seismic requirements for Appendix D of ACI 318-08

1.5—Commentary on notation and definitions for Appendix D ACI 318-08

1.6—Anchor designs featured in example problems

Chapter 2—Notation and definitions

2.1—Notation

2.2—Definitions

Chapter 3—ACI 318-05 Appendix D (reprinted)

Chapter 4—Design examples

4.1—Example 1: Single headed anchor away from edges subjected to seismic tension

4.2—Example 2: Single hooked anchor away from edges subjected to seismic tension

4.3—Example 3: Single post-installed anchor in tension away from edges

4.4—Example 4: Group of headed studs in tension near an edge

4.5—Example 5: Single headed bolt in shear near an edge

4.6—Example 6: Single headed bolt in tension and shear near an edge

4.7—Example 7: Single post-installed anchor in tension and shear near an edge

4.8—Example 8: Group of cast-in anchors in tension and shear with two free edges and supplemental reinforcement

4.9—Example 9: Group of headed studs in tension near an edge with eccentricity

4.10—Example 10: Multiple headed anchor connection subjected to moment and shear

4.11—Example 11: Multiple post-installed anchor connection subjected to seismic moment and shear

4.12—Example 12: Multiple headed anchor connection subjected to seismic moment and shear

4.13—Example 13: Group of tension anchors on a pier with shear lug

Chapter 5—References

5.1—Referenced standards and reports

5.2—Cited references

Appendix A—Tables

Table A.1—Materials for headed anchors and threaded rods

Table A.2(a)—Bearing area (Abrg) for cast-in anchors,threaded rod with nuts, and threaded rods

with nuts and washers

Table A.2(b)—Dimensional properties of bolts and studs for determining bearing area (Abrg)

Table A.2©—Dimensional properties of nuts for determining bearing area (Abrg)

Table A.3—Sample data for a post-installed, torquecontrolled mechanical expansion anchor

Table A.4—Sample data for a post-installed, undercut anchor

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