Engineering Center

Haven't received the cert for the Structure 101- Pull-out Test after completing the whole course.

There is no name in this certificate. Could you please help me to add my name? My name is Kam Wong Fu. Thank you.

Recently found that, using SOFA for non-typical anchor arrangement, the result is not FOS=3.

Dear Sir / Madam, I have got an as-built design of strut supporting by the pile cap with 14 M30 drilled in bolt. However, seems the design will have shear failure. Please advise how can I enhance the capacity of the design or other ways to achieve a safe condition (for example adding bolts, enlarging the baseplate etc.) Tha...

Hi Hilti, How can I select proof as Based on Engineering judgement SOFA - based on ETAG testing with a load factor 2 and globle safety fator 3 in this situation?

If it is a rigid connection, do you need to use CBFEM for design of steel base plate and anchor bolt?

Recently, I joined a CPD course for Safety installation and I would like to change the name that appear on the certificate as my real name is Ng Siu Wai, but now the certificate showed Eric Ng. Please help me to change the name, thanks you.

What mean of Embed.1 and Embed 2?

Please provide the Pull-out Test Recommended Load for T10 to T40 steel bar C40 concrete grade by Hilti HIT-RE500V3 (Post-installed Rebar) Can you please also explain the calculation for different concrete grade for our future use.

I am working on a Hong Kong project and intended to use the BD pre-approved structural fixing Hilti HIT-HY 200 injectatble mortar with Grade 500 rebars of Y10 and Y12. I would like to have more information, such as required embedment depth, design capacity against tension and shear. Thanks.