ACI-318-05 appendix D
ACI-318-05 appendix D
(OP)
Hi friends ,
I am new structural engineer in the firm. I was told to read the latest code ACI-318-05 for anchorage(Appendix D). I will appriciate if some body can tell me difference in the design for cast in place anchors and post installed anchors.
1.0 Concrete break strength of anchor in tension
Kc=24 for cast in place anchors
Kc=17 for post installed anchors
2.0 modification for caracking at service load.
Ycn=1.25 cast in place anchors
ycn=1.4 post installed anchors
are these the only two difference in design.I will appreciate if somebody can tell me source of some solved example for cast in place anchors.
Thanks in advance
maverick 29





RE: ACI-318-05 appendix D
But for worked out examples, get the "Notes on ACI 318-02 Building Code Requirements for Structural Concrete" by PCA. There might be later editions available.
RE: ACI-318-05 appendix D
RE: ACI-318-05 appendix D