Fixing end of beam to sloping column head Vertical load 92kN Ultimate value, with eccentricity of load say 200mm then this generates a moment of about 20kNm Concrete C25/30. What would be the best solution for this if fixing through the end plate only and which type of fixings.
Is it also possible to speak to one of the technical engineers to understand how best to use the software online.
Thanks for your question however this is an engineering forum rather than a calculation service platform but depending upon any corrosion or fire requirements then a chemical anchor such as the HY200AV3 would be an initial starting point. This product is approved for use in horizontal and vertical (Overhead) holes for numerous load action types and can also be used at inclined angles as well. Additionally, in relation to a mechanical fixing it can provide higher tensile resistances due to flexibility of the embedment and closer also spacing compared to a typical mechanical anchor of a single fixed embedment depth. Regarding discussing the connection and use of the software, I would suggest contacting your local HILTI technical office (Details should be on your local HILTI website) and they can assist you with this aspect.