JAE,
But the issue is only first assumption is satisfy in my case not bottom one, the question is if one assumption satisfaction is o.k
Thank you so much.
I have had hard time to get the a proper bolt edge distance to satisfy the Ca1 for concrete break out strength of (two rows) anchors in shear. RD.6.2.2 has two deferent notes and assumptions of the distribution of forces. The first one is not necessary the bolt be welded to plate but the second...
Hi WiiisV,
Could you please see the attached file if I am understanding correctly?
I appreciate it
http://files.engineering.com/getfile.aspx?folder=985842a4-2dde-40e7-bbc9-3075276377f5&file=anchor_bolt_embed.pdf
sdz, Thank you so much for your advice. Could you please also let me know what would be the embedment hef design for? only for shear break out ? I was wondering what would be the Ld of anchor when we rely on the pedestal rebar..
I hold off the calcs to send out until to get the resolve..
Thanks...
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...
