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It is shear, so the ultimate shear stress is not ASfy but 0.6fy, also I think there is a shear lag factor of 0.6, then you multiply it by phi. Usua rb cutter automatic steel bar shearI would think the bond between the grout and the rebar and the grout and the rock would be the key. Don Phillips http: worthingtonengineeringThere are simple interaction formulas for combined shear and tension in this type of situation. My Ramset anchoring book gives this N* Phi_Nu + V* rb cutter automatic steel bar shearOn page 5 of the 2006 Simpson Anchor catalog, there are notes for the allowable shear and tension capacity for rebar that they use. You should be rb cutter automatic steel bar shearThe situation is a concrete retaining wall that is supported on rock and I am trying to justify decreasing the width of the foundation by tying int rb cutter automatic steel bar shearI would use 0.6Fy for the shear yield of the rebar. You may need some additional data to make sure your rock won't crush or spall before the rebar rb cutter automatic steel bar shearI forgot yo mention, the 0.6 coefficient is not a safety factor. You will need to apply a safety factor on top of the 0.6.For shear yield, I would "start" with 0.4Fy for Billet, A615-85. I emphasize "start", since, as previously stated, this is a coeff, not a safety fa rb cutter automatic steel bar shearI think you need to design this according to ACI 318 Appendix D. First, factor your shear forces to get your design shear, Vu. Your resistance, is rb cutter automatic steel bar shear1basic rebar strength questionApr 27, 2011Rebar Shear StrengthMar 02, 2002See more resultsElectric Hydraulic Rebar Shear - Rebar Cutter, Bender rb cutter automatic steel bar shear

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