ACI 318-08 APPENDIX D PDF

Arashiramar Please log in to add your comment. Anchor Bolt and Anchor Stud. Avi built-up grout pad. Reset share links Resets both viewing and editing links coeditors shown below are not affected. A firewall is blocking access to Prezi content. Oversized holes in base plate.

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ACI 318-08, Appendix D

This also applies to wedge type anchors, but as far as I can tell Hilti, Rawl, Ramset ect. Right now, Appendix D does not apply to threaded fasteners or advesive anchors, but this will change. How are you dealing with this? I really think that ACI went overboard in this area. Only way to determine a comfortable level of design forces are by testing. See my earlier post where I was trying to figure out how to handle a circular bolt pattern.

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Aci 318-08, Appendix D | Concrete | Strength Of Materials

Refer to Commentary RD. What about post-installed anchors? At small edge distances, anchor capacity will be greatly reduced for seismic design. D makes no mention to grout pad thickness Shear load parallel to concrete edge Breakout capacity doubled per D.

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ACI 318-08 APPENDIX D PDF

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