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  1. maurotks

    Pullout strength of a hooked bolt using ACI 318-08 Appendix D

    Hi guys, I am performing anchorage calculation using the ACI 318-08 appendix D. The type of bolt that I am using is from DIN 529 (type A), very similar to a hooked bolt. The pullout strength determination (D.5.3) is Np = 0.9f`c*eh*da, where 3da <= eh <=4.5da. But the dimesions from my anchor...

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