I'm designing using PROFIS rebar, my case is slab to slab at beam support. ultimate design shear and moment is 4.7 kn/m & 4.7 kn-m/m.... by using HY-200R adhesive.
the required embedment depth shows by software in 749 mm (not logic). please advice.
native file attached for your reference.
Mohammed,
As stated, the software will use the Rebar Development provisions from ACI 318-14 Chapter 25 (ACI 318-11 Chapter 12), which states that the development length will be the maximum between the development length equation and 12.00 inches. This is shown throught the calculations portion of the report on pages 3 and 4. For more information on this, please feel free to review Section 3.1.14 (https://submittals.us.hilti.com/PTGVol2/#56) from the Anchor Fastening Technical Guide.
Let us know if you have any additional questions.
Regards,
Bryan