{"id":160843,"date":"2024-10-19T09:39:42","date_gmt":"2024-10-19T09:39:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-355-2-07-2007\/"},"modified":"2024-10-25T01:58:23","modified_gmt":"2024-10-25T01:58:23","slug":"aci-355-2-07-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-355-2-07-2007\/","title":{"rendered":"ACI 355.2 07 2007"},"content":{"rendered":"

ACI 355.2 prescribes testing programs and evaluation requirements for post-installed mechanical anchors intended for use in concrete under the design provisions of ACI 318. Criteria are prescribed for determining whether anchors are acceptable for use in uncracked concrete only, or in cracked as well as uncracked concrete. Performance categories for anchors are established, as are the criteria for assigning anchors to each category. The anchor performance categories are used by ACI 318 to assign capacity reduction factors and other design parameters. Keywords: anchors; cracked concrete; expansion anchors; fasteners; mechanical anchors; post-installed anchors; undercut anchors.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS <\/td>\n<\/tr>\n
5<\/td>\nSTANDARD
CHAPTER 1\u2014 SCOPE
1.1
1.2
1.3
1.4
1.5
CHAPTER 2\u2014 DEFINITIONS AND NOTATION
2.1\u2014 Definitions
2.1.1 Anchor category
2.1.2 Anchor group
2.1.3 Anchor system
2.1.4 Characteristic value
2.1.5 Concrete breakout failure
2.1.6 Cracked concrete
2.1.7 Displacement-controlled expansion anchor
2.1.8 Pullout failure
2.1.9 Pull-through failure
2.1.10 Setting of an anchor
2.1.11 Splitting failure
2.1.12 Statistically equivalent <\/td>\n<\/tr>\n
6<\/td>\n2.1.13 Steel failure
2.1.14 Test series
2.1.15 Torque-controlled expansion anchor
2.1.16 Uncracked concrete <\/td>\n<\/tr>\n
7<\/td>\n2.1.17 Undercut anchor
2.2\u2014Notation <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 3\u2014 SIGNIFICANCE AND USE
3.1
CHAPTER 4\u2014 GENERAL REQUIREMENTS
4.1\u2014 Testing sequence
4.2\u2014Test samples <\/td>\n<\/tr>\n
10<\/td>\n4.3\u2014Testing by independent testing and evaluation agency and by manufacturer
4.4\u2014Changes to product
CHAPTER 5\u2014 REQUIREMENTS FOR TEST SPECIMENS, INSTALLING ANCHORS, AND CONDUCTING TESTS
5.1\u2014 Concrete for test members
5.1.1 Aggregates
5.1.2 Cement
5.1.3 Concrete strength
5.1.4 Test members
5.2\u2014Anchor installation
5.2.1 General requirements
5.2.1.1
5.2.1.2
5.2.1.3
5.2.2 Drill bit requirements <\/td>\n<\/tr>\n
11<\/td>\n5.2.2.1
5.2.2.2
5.2.2.3
5.2.2.4
5.2.2.5
5.2.3 Setting requirements for testing
5.2.3.1 General torque requirements
5.2.3.1.1
5.2.3.2 Setting of torque-controlled expansion anchors
5.2.3.2.1
5.2.3.2.2
5.2.3.3 Setting of displacement-controlled expansion
\nanchors
5.2.3.3.1 Partial expansion
5.2.3.3.2 Reference expansion <\/td>\n<\/tr>\n
12<\/td>\n5.2.3.4 Setting of undercut anchors
5.3\u2014Test methods
5.4\u2014Tests in cracked concrete
5.4.1
5.4.2
5.4.3
5.4.4 Tolerance on crack width
5.5\u2014General requirements for anchor behavior
5.5.1 Overall load-displacement behavior
5.5.1.1 <\/td>\n<\/tr>\n
13<\/td>\n5.5.1.2
5.5.2 Load-displacement behavior at service loads
5.5.3 Modes of failure <\/td>\n<\/tr>\n
14<\/td>\n5.5.3.1
5.5.3.2
5.5.3.3
CHAPTER 6\u2014 REQUIREMENTS FOR ANCHOR IDENTIFICATION
6.1\u2014Determination of critical characteristics of anchors
6.2\u2014Specification of critical characteristics of anchors
6.3\u2014Verification of conformance to drawings and specifications
6.3.1
6.3.2 Constituent materials
6.3.3 Quality control
CHAPTER 7\u2014 REFERENCE TESTS
7.1\u2014 Purpose
7.2\u2014Reference tension tests for single anchors without spacing and edge effects ( Table 4.1, Tests 1 and 2, or Table 4.2, Tests 1, 2, 3, and 4)
7.2.1 Requirements for reference tests
7.3\u2014Required calculations using results of reference tests
7.3.1 For concrete failure <\/td>\n<\/tr>\n
15<\/td>\n7.3.2 For steel failure in tension, cracked and uncracked
\nconcrete
7.3.3 For pullout failure in tension, cracked and uncracked
\nconcrete
CHAPTER 8\u2014 RELIABILITY TESTS
8.1\u2014 Purpose
8.2\u2014Reliability tests using reduced installation effort ( Table 4.1, Test 3, and Table 4.2, Test 5)
8.2.1 Purpose
8.2.2 General test conditions
8.2.2.1 Torque-controlled expansion anchors
8.2.2.2 Displacement-controlled expansion anchors
8.2.2.3 Torque, load, and displacement-controlled
\nundercut anchors
8.2.3 Requirements
8.3\u2014Reliability in low-strength concrete with large drill bit ( Table 4.1, Test 4, and Table 4.2, Test 6)
8.3.1 Purpose
8.3.2 General test conditions
8.3.3 Requirements
8.4\u2014Reliability in high-strength concrete with small drill bit ( Table 4.1, Test 5, and Table 4.2, Test 7)
8.4.1 Purpose
8.4.2 General test conditions
8.4.3 Requirements <\/td>\n<\/tr>\n
16<\/td>\n8.5\u2014Reliability under repeated load ( Table 4.1, Test 6)
8.5.1 Purpose
8.5.2 General test conditions
8.5.3 Requirement
8.6\u2014Reliability in cracked concrete where crack width is cycled ( Table 4.2, Test 8)
8.6.1 Purpose
8.6.2 General test conditions
8.6.3
8.6.4
8.6.5 Requirement <\/td>\n<\/tr>\n
17<\/td>\nCHAPTER 9\u2014 SERVICE-CONDITION TESTS
9.1\u2014 Purpose
9.2\u2014Service-condition tension test with single anchor and with two edges ( corner) ( Table 4.1, Test 7, and Table 4.2, Test 9)
9.2.1 Purpose
9.2.2 Requirements for critical edge distance
9.3\u2014Service-condition test at minimum edge distance and minimum spacing ( Table 4.1, Test 8, and Table 4.2, Test 10)
9.3.1 Purpose
9.3.2 General test conditions
9.3.3
9.3.4
9.3.5
9.3.6 Requirement
9.4\u2014Service-condition shear test for single anchors without spacing and edge effects ( Table 4.1, Test 9, and Table 4.2, Test 11)
9.4.1 Purpose <\/td>\n<\/tr>\n
18<\/td>\n9.4.2
9.5\u2014Service-condition, simulated seismic tension tests ( Table 4.2, Test 12)
9.5.1 Purpose
9.5.2 Tests
9.5.3 Requirements <\/td>\n<\/tr>\n
19<\/td>\n9.6\u2014Service condition, simulated seismic shear tests ( Table 4.2, Test 13)
9.6.1 Purpose
9.6.2 Tests
9.6.3 Requirements <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 10\u2014 ESTABLISHING ANCHOR CATEGORIES
10.1
10.2
CHAPTER 11\u2014 PRESENTING ANCHOR DATA
11.1\u2014Data analysis <\/td>\n<\/tr>\n
21<\/td>\n11.2\u2014Format of data sheet
11.3\u2014General requirements
11.4\u2014Contents of evaluation report
11.4.1
11.4.2
11.4.3
CHAPTER 12\u2014 REQUIREMENTS FOR INDEPENDENT TESTING AND EVALUATION AGENCY
12.1
12.2
CHAPTER 13\u2014 REFERENCES
13.1\u2014 Referenced standards <\/td>\n<\/tr>\n
23<\/td>\nMANDATORY APPENDIXES
APPENDIX A1\u2014 REQUIREMENTS FOR NORMALIZATION OF RESULTS
A1.1\u2014 Normalization of capacities to take account of concrete and steel strengths
A1.2\u2014Concrete breakout or splitting failure
A1.3\u2014Pullout and pull-through failure
A1.4\u2014Steel failure
APPENDIX A2\u2014 REQUIREMENTS FOR ESTABLISHING CHARACTERISTIC CAPACITIES
A2.1\u2014 Scope
A2.2\u2014Procedure
APPENDIX A3\u2014 REQUIREMENTS FOR TEST MEMBERS
A3.1\u2014 Tests in uncracked concrete
A3.1.1
A3.1.2
A3.2\u2014Tests in cracked concrete <\/td>\n<\/tr>\n
24<\/td>\nA3.3\u2014Casting and curing of test members
A3.3.1
A3.3.2 <\/td>\n<\/tr>\n
25<\/td>\nCOMMENTARY
CHAPTER R1\u2014 SCOPE
R1.1
R1.4
CHAPTER R2\u2014 DEFINITIONS AND NOTATION
R2.1\u2014 Definitions
R2.1.4 Characteristic value
R2.1.5 Concrete breakout failure
R2.1.8 Pullout failure
R2.1.9 Pull-through failure
R2.1.12 Statistically equivalent
R2.1.16 Uncracked concrete
R2.2\u2014Notation
CHAPTER R3\u2014 SIGNIFICANCE AND USE
R3.1
CHAPTER R4\u2014 GENERAL REQUIREMENTS
R4.1\u2014 Testing sequence <\/td>\n<\/tr>\n
28<\/td>\nR4.2\u2014Test samples
R4.2.2
R4.2.3
CHAPTER R5\u2014 REQUIREMENTS FOR TEST SPECIMENS, INSTALLING ANCHORS, AND CONDUCTING TESTS
R5.1\u2014 Concrete for test members <\/td>\n<\/tr>\n
29<\/td>\nR5.1.1 Aggregates
R5.1.2 Cement
R5.1.3 Concrete strength
R5.2\u2014Anchor installation
R5.2.2 Drill bit requirements
R5.2.3 Setting requirements for testing
R5.2.3.1 General torque requirements
R5.2.3.3 Setting of displacement-controlled expansion
\nanchors
R5.2.3.4 Setting of undercut anchors
R5.4\u2014Tests in cracked concrete
R5.5\u2014General requirements for anchor behavior
R5.5.1 Overall load-displacement behavior <\/td>\n<\/tr>\n
30<\/td>\nR5.5.3 Modes of failure
R5.5.3.2
CHAPTER R6\u2014 REQUIREMENTS FOR ANCHOR IDENTIFICATION
R6.3\u2014Verification of conformance to drawings and specifications
R6.3.1
CHAPTER R7\u2014 REFERENCE TESTS
R7.2\u2014Reference tension tests for single anchors without spacing and edge effects ( Table 4.1, Tests 1 and 2, or Table 4.2, Tests 1, 2, 3 and 4) <\/td>\n<\/tr>\n
31<\/td>\nR7.2.1 Requirements for reference tests
R7.3\u2014Required calculations using results of reference tests
R7.3.1 For concrete failure
CHAPTER R8\u2014 RELIABILITY TESTS
R8.2\u2014Reliability tests using reduced installation effort ( Table 4.1, Test 3, and Table 4.2, Test 5)
R8.3\u2014Reliability in low-strength concrete with large drill bit ( Table 4.1, Test 4, and Table 4.2, Test 6)
R8.4\u2014Reliability in high-strength concrete with small drill bit ( Table 4.1, Test 5, and Table 4.2, Test 7)
R8.5\u2014Reliability under repeated load ( Table 4.1, Test 6)
R8.5.3 Requirement
R8.6\u2014Reliability in cracked concrete where crack width is cycled ( Table 4.2, Test 8) <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER R9\u2014 SERVICE-CONDITION TESTS
R9.2\u2014 Service- condition tension test with single anchor and with two edges ( corner) ( Table 4.1, Test 7, and Table 4.2, Test 9)
R9.2.2 Requirements for critical edge distance
R9.3\u2014Service-condition test at minimum edge distance and minimum spacing ( Table 4.1, Test 8, and Table 4.2, Test 10)
R9.4\u2014Service-condition shear test for single anchors without spacing and edge effects ( Table 4.1, Test 9, and Table 4.2, Test 11)
R9.5\u2014Service-condition, simulated seismic tension tests ( Table 4.2, Test 12)
R9.6\u2014Service-condition, simulated seismic shear tests ( Table 4.2, Test 13) <\/td>\n<\/tr>\n
33<\/td>\nCHAPTER R11\u2014 PRESENTING ANCHOR DATA
CHAPTER R13\u2014 REFERENCES
R13.1\u2014 Cited references
APPENDIX RA1\u2014 REQUIREMENTS FOR NORMALIZATION OF RESULTS
RA1.2\u2014 Concrete breakout or splitting failure
RA1.3\u2014Pullout and pull-through failure
APPENDIX RA3\u2014 REQUIREMENTS FOR TEST MEMBERS
RA3.2\u2014 Tests in cracked concrete <\/td>\n<\/tr>\n
34<\/td>\nEXAMPLE OF EVALUATION OF A WEDGE-TYPE
\nANCHOR IN UNCRACKED CONCRETE
E1\u2014 ANCHOR SPECIFICATIONS
E2\u2014 TEST RESULTS
E3\u2014 EVALUATION
E3.1\u2014General
E3.2\u2014Reference tests in uncracked low-strength concrete
E3.3\u2014Reference tests in uncracked high-strength concrete <\/td>\n<\/tr>\n
35<\/td>\nE3.4\u2014Reliability tests, reduced installation effort <\/td>\n<\/tr>\n
36<\/td>\nE3.5\u2014Reliability tests, large hole diameter
E3.6\u2014Reliability tests, small hole diameter
E3.7\u2014Reliability tests, repeated load
E3.8\u2014Service-condition tests, corner test
E3.9\u2014Service-condition tests, minimum edge distance, and spacing
E3.10\u2014Service-condition tests, shear tests <\/td>\n<\/tr>\n
37<\/td>\nE4\u2014 Establishing anchor category
E5\u2014 Report of anchor data <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

355.2-07 Qualification of Post-Installed Mechanical Anchors in Concrete & Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2007<\/td>\n39<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160847,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160843","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\/160843","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\/160847"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160843"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160843"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160843"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}