{"id":160845,"date":"2024-10-19T09:39:42","date_gmt":"2024-10-19T09:39:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-355-3r-11\/"},"modified":"2024-10-25T01:58:24","modified_gmt":"2024-10-25T01:58:24","slug":"aci-355-3r-11","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-355-3r-11\/","title":{"rendered":"ACI 355.3R 11"},"content":{"rendered":"

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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION
1.1\u2014 Introduction
1.2\u2014Discussion on design example problems
1.3\u2014Commentary on seismic requirements for Appendix D of ACI 318- 02 and ACI 318- 05 <\/td>\n<\/tr>\n
5<\/td>\n1.4\u2014Commentary on seismic requirements for Appendix D of ACI 318- 08
1.5\u2014Commentary on notation and definitions for Appendix D ACI 318- 08
1.6\u2014 Anchor designs featured in example problems <\/td>\n<\/tr>\n
6<\/td>\nCHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014 Notation <\/td>\n<\/tr>\n
7<\/td>\n2.2\u2014Definitions <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 3 of ACI 355.3R\u2014 Reprint of ACI 318-05 Appendix D
APPENDIX D \u2014 ANCHORING TO CONCRETE
D.1 \u2014 Definitions <\/td>\n<\/tr>\n
11<\/td>\nD.2 \u2014 Scope
D.2.1
D.2.2
D.2.3 <\/td>\n<\/tr>\n
12<\/td>\nD.2.4
D.3 \u2014 General requirements
D.3.1
D.3.2
D.3.3 <\/td>\n<\/tr>\n
13<\/td>\nD.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 <\/td>\n<\/tr>\n
14<\/td>\nD.4 \u2014 General requirements for strength of anchors
D.4.1
D.4.1.1
D.4.1.2
D.4.1.3
D.4.2 <\/td>\n<\/tr>\n
16<\/td>\nD.4.2.1
D.4.2.2
D.4.3 <\/td>\n<\/tr>\n
17<\/td>\nD.4.4 <\/td>\n<\/tr>\n
18<\/td>\nD.4.5 <\/td>\n<\/tr>\n
19<\/td>\nD.5 \u2014 Design requirements for tensile loading
D.5.1 \u2014 Steel strength of anchor in tension
D.5.1.1
D.5.1.2 <\/td>\n<\/tr>\n
20<\/td>\nD.5.2 \u2014 Concrete breakout strength of anchor in tension
D.5.2.1 <\/td>\n<\/tr>\n
21<\/td>\nD.5.2.2 <\/td>\n<\/tr>\n
22<\/td>\nD.5.2.3 <\/td>\n<\/tr>\n
23<\/td>\nD.5.2.4 <\/td>\n<\/tr>\n
24<\/td>\nD.5.2.5
D.5.2.6
D.5.2.7 <\/td>\n<\/tr>\n
25<\/td>\nD.5.2.8
D.5.3 \u2014 Pullout strength of anchor in tension
D.5.3.1
D.5.3.2
D.5.3.3 <\/td>\n<\/tr>\n
26<\/td>\nD.5.3.4
D.5.3.5
D.5.3.6
D.5.4 \u2014 Concrete side-face blowout strength of a headed anchor in tension
D.5.4.1
D.5.4.2 <\/td>\n<\/tr>\n
27<\/td>\nD.6 \u2014 Design requirements for shear loading
D.6.1 \u2014 Steel strength of anchor in shear
D.6.1.1
D.6.1.2
D.6.1.3
D.6.2 \u2014 Concrete breakout strength of anchor in shear
D.6.2.1 <\/td>\n<\/tr>\n
29<\/td>\nD.6.2.2 <\/td>\n<\/tr>\n
30<\/td>\nD.6.2.3
D.6.2.4 <\/td>\n<\/tr>\n
31<\/td>\nD.6.2.5 <\/td>\n<\/tr>\n
32<\/td>\nD.6.2.6
D.6.2.7
D.6.3 \u2014 Concrete pryout strength of anchor in shear
D.6.3.1 <\/td>\n<\/tr>\n
33<\/td>\nD.7 \u2014 Interaction of tensile and shear forces
D.7.1
D.7.2
D.7.3
D.8 \u2014 Required edge distances, spacings, and thicknesses to preclude splitting failure
D.8.1 <\/td>\n<\/tr>\n
34<\/td>\nD.8.2
D.8.3
D.8.4
D.8.5
D.8.6
D.8.7 <\/td>\n<\/tr>\n
35<\/td>\nD.9 \u2014 Installation of anchors
D.9.1 <\/td>\n<\/tr>\n
37<\/td>\nCHAPTER 4\u2014 DESIGN EXAMPLES
4.1\u2014 Example 1: Single headed anchor away from edges subject to seismic tension <\/td>\n<\/tr>\n
42<\/td>\n4.2\u2014Example 2: Single hooked anchor away from edges subjected to seismic tension <\/td>\n<\/tr>\n
47<\/td>\n4.3\u2014Example 3: Single post-installed anchor in tension away from edges <\/td>\n<\/tr>\n
52<\/td>\n4.4\u2014Example 4: Group of headed studs in tension near an edge <\/td>\n<\/tr>\n
58<\/td>\n4.5\u2014Example 5: Single headed bolt in shear near an edge <\/td>\n<\/tr>\n
63<\/td>\n4.6\u2014Example 6: Single headed bolt in tension and shear near an edge <\/td>\n<\/tr>\n
67<\/td>\n4.7\u2014Example 7: Single post-installed anchor in tension and shear near an edge <\/td>\n<\/tr>\n
73<\/td>\n4.8\u2014Example 8: Group of cast-in anchors in tension and shear with two free edges and supplemental reinforcement <\/td>\n<\/tr>\n
81<\/td>\n4.9\u2014Example 9: Group of headed studs in tension near an edge with eccentricity <\/td>\n<\/tr>\n
84<\/td>\n4.10\u2014Example 10: Multiple headed anchor connection subjected to moment and shear <\/td>\n<\/tr>\n
96<\/td>\n4.11\u2014Example 11: Multiple post-installed anchor connection subjected to seismic moment and shear <\/td>\n<\/tr>\n
104<\/td>\n4.12\u2014Example 12: Multiple headed anchor connection subjected to seismic moment and shear <\/td>\n<\/tr>\n
112<\/td>\n4.13\u2014Example 13: Group of tension anchors on a pier with shear lug
Design ultimate loads <\/td>\n<\/tr>\n
117<\/td>\nShear lug design <\/td>\n<\/tr>\n
121<\/td>\nCHAPTER 5\u2014 REFERENCES
5.1\u2014 Referenced standards and reports
5.2\u2014Cited references <\/td>\n<\/tr>\n
122<\/td>\nAPPENDIX A\u2014 TABLES
Table A.1\u2014 Materials for headed anchors and threaded rods <\/td>\n<\/tr>\n
123<\/td>\nTable A.2(a)\u2014 Bearing area (Abrg) for cast-in anchors, threaded rods with nuts, and threaded rods with nuts and washers* <\/td>\n<\/tr>\n
124<\/td>\nTable A.2(b)\u2014 Dimensional properties of bolts and studs for determining bearing area (Abrg)
Table A.2(c)\u2014 Dimensional properties of nuts for determining bearing area (Abrg) <\/td>\n<\/tr>\n
125<\/td>\nTable A.3\u2014Sample data for a post-installed, torque-controlled mechanical expansion anchor <\/td>\n<\/tr>\n
126<\/td>\nTable A.4\u2014Sample data for a post-installed, undercut anchor <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

355.3R-11 Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2011<\/td>\n128<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160849,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160845","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/160845","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/160849"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160845"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160845"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160845"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}