Engineering Center

Would like to know whether HST4-R is in the bank lists of BD, if not, any supporting documents for submission, such as approval documents from BD?

Is it possible for me to request the presentation powerpoint for Structural 101: Anchor Design?, thanks

Do you support API or similar for Hilti anchor bolt design in our design spreadsheet like Excel? Or do you have a design manual so that we can built the formula for Hilti anchor bolt design in our design spreadsheet?

How do I receive the CPD certificate? Based on your previous answer, it will be automatically sent to my email after I complete the on-demand video. But I haven't received it yet. I've also sent queries to your email (engineeringteam.hk@hilti.com), but haven't received a response yet. Thank you.

Hi, can you tell me how I can get a CPD certificate once I have finished watching the on-demand CPD videos on your website?

-Which is more appropriate, cracked or uncracked concrete, shall be adopted for concrete as base material during anchor bolt failure checking? Any related Code can be referenced to? -Any Hilti bolts that are not suitable for use in cracked/uncracked concrete?

Based on the BD central data bank BD-AF 162, HSL4 M10, M16, and M20 are pre-accepted, however in PROFIS, only HSL4-B is available to be selected as fixing; additional to that, the smallest size of HSL4-B is M12. So, if I want to design a fixing detail with HSL4, I can only use HSl4-B in the software and the available anchor si...

Hello, Noted HST3-R M12 ecommended tensile load = 6.7kN (for crack concrete, with hef = 70). The tensile test load is 1.5x6.7 = 10.05? Should the concrete influence factor consider in the test load?

Any Spreadsheet of HY200 with High Yield Tensile Ribbed Rebar? With and without FRR requirement.

Could you please provide FRP details for HST3-R Bolt, washer, and nuts for Building Department submission.