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ACI 355.3R 11:2011 Edition

ACI 355.3R 11:2011 Edition

$66.90

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

Published By Publication Date Number of Pages
ACI 2011 128
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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.

PDF Catalog

PDF Pages PDF Title
3 CONTENTS
4 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
5 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
6 CHAPTER 2— NOTATION AND DEFINITIONS
2.1— Notation
7 2.2—Definitions
9 CHAPTER 3 of ACI 355.3R— Reprint of ACI 318-05 Appendix D
APPENDIX D — ANCHORING TO CONCRETE
D.1 — Definitions
11 D.2 — Scope
D.2.1
D.2.2
D.2.3
12 D.2.4
D.3 — General requirements
D.3.1
D.3.2
D.3.3
13 D.3.3.1
D.3.3.2
D.3.3.3
D.3.3.4
D.3.3.5
D.3.4
D.3.5
14 D.4 — General requirements for strength of anchors
D.4.1
D.4.1.1
D.4.1.2
D.4.1.3
D.4.2
16 D.4.2.1
D.4.2.2
D.4.3
17 D.4.4
18 D.4.5
19 D.5 — Design requirements for tensile loading
D.5.1 — Steel strength of anchor in tension
D.5.1.1
D.5.1.2
20 D.5.2 — Concrete breakout strength of anchor in tension
D.5.2.1
21 D.5.2.2
22 D.5.2.3
23 D.5.2.4
24 D.5.2.5
D.5.2.6
D.5.2.7
25 D.5.2.8
D.5.3 — Pullout strength of anchor in tension
D.5.3.1
D.5.3.2
D.5.3.3
26 D.5.3.4
D.5.3.5
D.5.3.6
D.5.4 — Concrete side-face blowout strength of a headed anchor in tension
D.5.4.1
D.5.4.2
27 D.6 — Design requirements for shear loading
D.6.1 — Steel strength of anchor in shear
D.6.1.1
D.6.1.2
D.6.1.3
D.6.2 — Concrete breakout strength of anchor in shear
D.6.2.1
29 D.6.2.2
30 D.6.2.3
D.6.2.4
31 D.6.2.5
32 D.6.2.6
D.6.2.7
D.6.3 — Concrete pryout strength of anchor in shear
D.6.3.1
33 D.7 — Interaction of tensile and shear forces
D.7.1
D.7.2
D.7.3
D.8 — Required edge distances, spacings, and thicknesses to preclude splitting failure
D.8.1
34 D.8.2
D.8.3
D.8.4
D.8.5
D.8.6
D.8.7
35 D.9 — Installation of anchors
D.9.1
37 CHAPTER 4— DESIGN EXAMPLES
4.1— Example 1: Single headed anchor away from edges subject to seismic tension
42 4.2—Example 2: Single hooked anchor away from edges subjected to seismic tension
47 4.3—Example 3: Single post-installed anchor in tension away from edges
52 4.4—Example 4: Group of headed studs in tension near an edge
58 4.5—Example 5: Single headed bolt in shear near an edge
63 4.6—Example 6: Single headed bolt in tension and shear near an edge
67 4.7—Example 7: Single post-installed anchor in tension and shear near an edge
73 4.8—Example 8: Group of cast-in anchors in tension and shear with two free edges and supplemental reinforcement
81 4.9—Example 9: Group of headed studs in tension near an edge with eccentricity
84 4.10—Example 10: Multiple headed anchor connection subjected to moment and shear
96 4.11—Example 11: Multiple post-installed anchor connection subjected to seismic moment and shear
104 4.12—Example 12: Multiple headed anchor connection subjected to seismic moment and shear
112 4.13—Example 13: Group of tension anchors on a pier with shear lug
Design ultimate loads
117 Shear lug design
121 CHAPTER 5— REFERENCES
5.1— Referenced standards and reports
5.2—Cited references
122 APPENDIX A— TABLES
Table A.1— Materials for headed anchors and threaded rods
123 Table A.2(a)— Bearing area (Abrg) for cast-in anchors, threaded rods with nuts, and threaded rods with nuts and washers*
124 Table A.2(b)— Dimensional properties of bolts and studs for determining bearing area (Abrg)
Table A.2(c)— Dimensional properties of nuts for determining bearing area (Abrg)
125 Table A.3—Sample data for a post-installed, torque-controlled mechanical expansion anchor
126 Table A.4—Sample data for a post-installed, undercut anchor

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