anchor bolt appendix D
anchor bolt appendix D
(OP)
the get satisfactory of break-out in tension I need to increase the edge distance to at least 30 inches which there is no room to get more that 18 inches. base on appendix D we could design supplementals reinforcement instead of increasing the edge distance, but I don't know how to design this. can somebody answer my question?
Thanks.





RE: anchor bolt appendix D
RE: anchor bolt appendix D
RE: anchor bolt appendix D
question is about ACI D.4.2.1
Thanks.
RE: anchor bolt appendix D
RE: anchor bolt appendix D
I hold off the calcs to send out until to get the resolve..
Thanks a lot.
RE: anchor bolt appendix D
RE: anchor bolt appendix D
Could you please see the attached file if I am understanding correctly?
I appreciate it
RE: anchor bolt appendix D
Some general notes is that the hook (if used) is generally at the top to minimize development length so as to decrease required anchor embedment. Also a phi factor of 0.75 is generally used (see ACI 318-08 D.5.2.9) for reinforcing resisting tension loads in lieu of concreate breakout.
RE: anchor bolt appendix D
Here is a paper that will help you with the design.