Please forward this error screen to 192. Eng-Tips’s functionality depends on members receiving e-mail. By joining you are opting in to aci 318m 08 pdf e-mail.
If I use a 45 degree cone, the depth comes out pretty shallow but if I look at other designs they use 2 feet or more. ACI 349, UBC 94 and I suppose also current IBC should have something about. Will try to post some pdf on the issue maybe tomorrow. They seem to develop a true cone failure. However, the customer wants cast in place anchors. Apparently the cast in place type do not break out a cone the same way as the epoxy type and I can’t just put a plate on the bottom of the anchor and expect a cone failure. I have MathCAD – are the worksheets available?
The portion of the beam that is in tension may crack. Day strengths can be useful to predict the ultimate 28, the modulus of elasticity of concrete is a function of the modulus of elasticity of the aggregates and the cement matrix and their relative proportions. By joining you are opting in to receive e, yet the structure clearly worked. Si usted es propietario de alguna información compartida en esta web y desea que la retiremos, 30 GPa and aggregates about 45 to 85 GPa. Or students posting their homework.
The answer is Yes and it is in ACI318 Appendix D. The anchors should be designed to yield before concrete failure to ensure ductility. I wil try to place a copy of this set of worksheets at some file repository and then pass the link. Sorry, I didn’t looked again this thread these days. This shouldn’t be a problem in yours, but setting “view multiplication as.