Engineering Center

Hello, may I know the clearance from edge if I use M20 HIT RE-500 anchor bolt. Thanks.

I decide to use Cavity anchor HHD-S M8/24x66 #332074 and now need to create the hole diameter for the tfix (the fixture). I need to know what is the diameter of screw head. 

May i check whether CPD certificate has been issued for webinar on 6/5

Question.1 In submission folder, page 2, do you have hex head for screw? Question. 2 The panel thk. with attached steel plate is ~20mm, please advise M8x12 or M8x24 is suitable for construction. Question.3 Can the mentioned anchor bolt be applied 65x45mm in attached block section during the anchor extracted?

Hi, I am writing to ask for the withstand loading for the HKV M10 and M12 anchor bolt by two threaded rod. If the loading was around 1350kg. Whether HKV M10 or M12 will you recommended? please see the attached photo for your information.

Hi, I am trying to design a base plate with HSL-3 M24. However, in the PROFIS software, I can only select HSL-3-R, HSL-3-GR and HSL-3-SKR types, where M20 is the max. available bolt size for these types. (See attached photo) I am currently using ver. 3.0.75 online. How can this problem be solved? Is any invalid software sett...

Hi, I have joined New in the Facade Fabrication Technology course on 25/2/22 and received your certificate on 26/2/22. However, the CPD hours was not shown on the certificate. It would be great if I could get another certificate with CPD hours printed on it. Thank you.

Used Profis for anchor design, it suggested to use SOFA with "FILL", what we have to do on site for "FILL" conditions? I found the effective embedment depth in the report is 64mm for HST3-R-M10 and longer than original 60mm, why? Will BD accept?

I have attended the class "Profis Engineering Premium - Analysis concept of Component Based Finite Element Method (CBFEM)" on 27 Aug 2021 but I have not received the CPD certificate in ASK HILI

I was researching about thin slab concrete conditions and HAC-EDGE seems to be an interesting way of tackling thin slab concrete situations. Therefore, could you provide me its load capacity and its limitations? If possible could you also give me a scenario where it is used and what are its requirements. Looking forward to you...