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349.2R-07 Guide to the Concrete Capacity Design (CCD) Method - Embedment Design Examples, 2007
- MAIN MENU
- CONTENTS
- INTRODUCTION
- NOTATION
- COMMENTARY
- PART A— Examples: Ductile single embedded element in semi-infinite concrete [Go to Page]
- Example A1—Single stud, tension only, no edge effects
- Example A2—Single stud, shear only
- Example A3—Single stud, combined tension and shear
- Example A4—Single bolt, combined tension and shear
- PART B— Examples: Ductile multiple embedded elements in semi-infinite concrete [Go to Page]
- Example B1(a)—Four-stud embedded plate, tension only, wide spacing
- Example B1(b)—Four-stud embedded plate, tension only, close spacing
- Example B1(c)—Four-bolt surface-mounted plate, tension only, close spacing, close to a corner
- Example B2(a)—Four-stud embedded plate, combined shear and uniaxial moment
- Example B2(b)—Four-anchor surface-mounted plate, combined shear and uniaxial moment
- Example B3—Four-threaded anchors and surface-mounted plate, combined axial, shear, and moment
- Example B4(a)—Four-stud embedded plate in thin slab, tension only
- Example B4(b)—Four-stud rigid embedded plate in thin slab, tension only
- APPENDIX A— TABLES [Go to Page]
- Table 1—Materials for headed and threaded anchors*
- Table 2—Threaded fastener dimensions*
- Table 3(a)—Required embedment for ductile behavior: Free field—single threaded cast-in headed bolt anchor ( F 1554 Grade 36, Reference D. 3.6.1, 0.85 factor)
- Table 3(b)—Required embedment for ductile behavior: Free field—single threaded cast-in headed bolt anchor ( F 1554 Grade 105, Reference D. 3.6.1, 0.85 factor)
- Table 3(c)—Required embedment for ductile behavior: Free field—single threaded cast-in headed stud
- Table 4(a)—Anchor head and nut (square head) dimensions*
- Table 4(b)—Anchor head and nut (hex head) dimensions*
- Table 4(c)—Anchor head and nut (heavy hex) dimensions*
- Table 5—Hardened washer dimensions
- Table 6—Stud dimensions* (Steel: ASTM A 108;
- APPENDIX B of 349.2R [Go to Page]
- ACI 349, Appendix D, Code and Commentary ( Appendix Commentary follows the Code)
- APPENDIX D— ANCHORING TO CONCRETE [Go to Page]
- D.1— Definitions
- D.2—Scope [Go to Page]
- D.2.1
- D.2.2
- D.2.3
- D.2.4
- D.2.5
- D.2.6
- D.3—General requirements [Go to Page]
- D.3.1
- D.3.2
- D.3.3
- D.3.4
- D.3.5
- D.3.6 Embedment design [Go to Page]
- D.3.6.1
- D.3.6.2
- D.3.6.3
- D.3.7
- D.3.8
- D.3.9
- D.3.10
- D.3.11
- D.4—General requirements for strength of anchors [Go to Page]
- D.4.1 [Go to Page]
- D.4.1.1
- D.4.1.2
- D.4.1.3
- D.4.2 [Go to Page]
- D.4.2.1
- D.4.2.2
- D.4.3
- D.4.4
- D.4.5
- D.4.6 Bearing strength [Go to Page]
- D.4.6.1
- D.4.6.2
- D.5—Design requirements for tensile loading [Go to Page]
- D.5.1 Steel strength of anchor in tension [Go to Page]
- D.5.1.1
- D.5.1.2
- D.5.2 Concrete breakout strength of anchor in tension [Go to Page]
- D.5.2.1
- D.5.2.2
- D.5.2.3
- D.5.2.4
- D.5.2.5
- D.5.2.6
- D.5.2.7
- D.5.2.8
- D.5.2.9
- D.5.3 Pullout strength of anchor in tension [Go to Page]
- D.5.3.1
- D.5.3.2
- D.5.3.3
- D.5.3.4
- D.5.3.5
- D.5.4 Concrete side-face blowout strength of a headedanchor in tension [Go to Page]
- D.5.4.1
- D.5.4.2
- D.6—Design requirements for shear loading [Go to Page]
- D.6.1 Steel strength of anchor in shear [Go to Page]
- D.6.1.1
- D.6.1.2
- D.6.1.3
- D.6.1.4
- D.6.2 Concrete breakout strength of anchor in shear [Go to Page]
- D.6.2.1
- D.6.2.2
- D.6.2.3
- D.6.2.4
- D.6.2.5
- D.6.2.6
- D.6.2.7
- D.6.3 Concrete pryout strength of anchor in shear [Go to Page]
- D.6.3.1
- D.7—Interaction of tensile and shear forces [Go to Page]
- D.7.1
- D.7.2
- D.7.3
- D.8—Required edge distances, spacings, and thicknesses to preclude splitting failure [Go to Page]
- D.8.1
- D.8.2
- D.8.3
- D.8.4
- D.8.5
- D.8.6
- D.8.7
- D.9—Installation of anchors [Go to Page]
- D.9.1
- D.9.2
- D.9.3
- D.10—Structural plates, shapes, and specialty inserts [Go to Page]
- D.10.1
- D.10.2
- D.10.3
- D.11—Shear strength of embedded plates and shear lugs [Go to Page]
- D.11.1 General
- D.11.2 Shear toward free edge
- D.11.3 Shear strength of embedments with embedded base
plates
- D.12—Grouted embedments [Go to Page]
- D.12.1
- D.12.2
- D.12.3
- D.12.4
- D.12.5
- APPENDIX RD— ANCHORING TO CONCRETE COMMENTARY [Go to Page]
- RD.1—Definitions
- RD.2—Scope [Go to Page]
- RD.2.1
- RD.2.3
- RD.2.6
- RD.3—General requirements [Go to Page]
- RD.3.1
- RD.3.3
- RD.3.4
- RD.3.5
- RD.3.6.1
- RD.3.6.2
- RD.3.6.3
- RD.3.8
- RD.3.9
- RD.3.10
- RD.4—General requirements for strength of anchors [Go to Page]
- RD.4.1
- RD.4.2 and RD.4.3 [Go to Page]
- RD.4.2.1
- RD.4.2.2
- RD.4.4
- RD.4.5
- RD.4.6 Bearing strength [Go to Page]
- RD.4.6.1
- RD.4.6.2
- RD.5—Design requirements for tensile loading [Go to Page]
- RD.5.1 Steel strength of anchor in tension [Go to Page]
- RD.5.1.2
- RD.5.2 Concrete breakout strength of anchors in tension [Go to Page]
- RD.5.2.1
- RD.5.2.2
- RD.5.2.3
- RD.5.2.4
- RD.5.2.5
- RD.5.2.6
- RD.5.2.7
- RD.5.2.8
- RD.5.3 Pullout strength of anchor in tension [Go to Page]
- RD.5.3.2
- RD.5.3.3
- RD.5.3.4
- RD.5.4 Concrete side-face blowout strength of a headed
anchor in tension
- RD.6—Design requirements for shear loading [Go to Page]
- RD.6.1 Steel strength of anchor in shear [Go to Page]
- RD.6.1.2
- RD.6.1.3
- RD.6.1.4
- RD.6.2 Concrete breakout strength of anchor in shear [Go to Page]
- RD.6.2.1
- RD.6.2.2
- RD.6.2.3
- RD.6.2.4
- RD.6.2.5
- RD.6.2.7
- RD.6.3 Concrete pryout strength of anchor in shear
- RD.7—Interaction of tensile and shear forces
- RD.8—Required edge distances, spacings, and thicknesses to preclude splitting failure [Go to Page]
- RD.8.2
- RD.8.3
- RD.8.4
- RD.8.5
- RD.8.6
- RD.9—Installation of anchors
- RD.10—Structural plates, shapes, and specialty inserts
- RD.11—Shear strength of embedded plates and shear lugs [Go to Page]
- RD.11.1 Shear lugs
- RD.11.3 Shear strength of embedments with embedded
base plates
- References [Go to Page]