Hello,
What are the pullout capacities in kN of the HILTI HDA-P M10 undercut anchors in both tensile and shear loading in different concrete strengths. I want to make sure I'm looking at the right tables, particularly with respect to cone failure.
Also, has there been any research done in defining the load capacities where the load is at an inclined angle(s) to the top of the anchor? i.e., combine Tensile and shear loading where the load rangesge from 0-90degreess?
Thank you for your enquiry, the ETA document provides you with the formula factors for varying strengths of concrete between C20/25 - C50/60, The ETA also provides you with the data for tensile and shear resistances so that you can undertake calculations in accordance with Eurocode 2 Part 4 (Also covers combined loads) . You can also use the Profis Engineering software to speedily perform the same checks and produce a full report including input / output data and formula's in accordance with the Eurocode.