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  1. KAR FUNG

    Share Ciria C662 Construction Work Sector Guidance for Designers to me.

    Thanks Ussuri. I got the it. Thanks
  2. KAR FUNG

    Share Ciria C662 Construction Work Sector Guidance for Designers to me.

    Hi Sir, Do you have Ciria C662 Construction Work Sector Guidance for Designers, please share it to me. Thanks.
  3. KAR FUNG

    Rebar Slenderness Ratio

    Hi Guys, What is the rebar slenderness ratio for all the rebar sizes for T10, T12, T16, T20, T25 and T32? Your reply is referred to which clause of the standard. Thanks.
  4. KAR FUNG

    Reduce MLT retention period

    Hi EireChch, What the reason to maintain for 12 hrs? Could it be shorter? Any code to cover this? Thanks.
  5. KAR FUNG

    Reduce MLT retention period

    Hi Sir As per practice, we will carry out maintained load test to verify the pile capacity before carrying out the full string on the working pile. During the maintained load test, the retention load for 200% is 24 hours. May I know, what is the reason to maintain the 200% load for 24 hours...
  6. KAR FUNG

    Wind Pressure Return Period

    Dear Sir, Could you explain what is the reason for the wind pressure on building the design return period must be 50 years? Why cannot be 100years or 20 years? Thanks.
  7. KAR FUNG

    differential structure design using BS 8110 and BS 5400

    Dear All, Any one here can state the differential structure design using BS 8110 and BS 5400 ? Thanks.
  8. KAR FUNG

    Etabs installation problem.

    Hi, How to solve the Etabs installation problem. Thankshttps://files.engineering.com/getfile.aspx?folder=538714db-b21c-429f-9773-05d83ef3fac6&file=etabs.jpg
  9. KAR FUNG

    factor of safety for fasteners in BS code

    Agent 66, Not agree with you. Please see European Technical Approval & BS8539. Thanks.
  10. KAR FUNG

    factor of safety in BS code for the connection design in steel structure

    Dear All, What is the factor of safety in BS code for the connection design in steel structure for ultimate load? What is the clause? Thanks.
  11. KAR FUNG

    factor of safety for fasteners in BS code

    Dear Manitou90 This table is under which Eurocode ? Thanks
  12. KAR FUNG

    factor of safety for fasteners in BS code

    Dear Sir, What is the factor of safety for fasteners in BS code install at the structure?
  13. KAR FUNG

    Welding spacing

    Dear All, I need to add steel plate at the existing truss member to strengthening the truss in order to cater additional load. The new steel plate will be welded to the existing rectangular hollow section (RSH). The existing truss member is 2.5m in length. 60mm welding length only is required...
  14. KAR FUNG

    Welding spacing for steel member

    Dear All, I need to add steel plate at the existing truss member to strengthening the truss in order to cater additional load. The new steel plate will be welded to the existing rectangular hollow section (RSH). The existing truss member is 2.5m in length. 60mm welding length only is required...
  15. KAR FUNG

    A-Frame scaffolding cad detail

    HI Please share with me A-Frame scaffolding acad detail for design. Thanks.
  16. KAR FUNG

    structure design live load for the data centre

    Dear All, May I know, what is the structure design live load for the data centre for office? Kindly provide references or calculation to justify. Thanks.
  17. KAR FUNG

    What is the difference for the settlement pile and non settlement pile ?

    Most of them said the reinforced concrete pile is the settlement pile & bored pile will be non-settlement pile. What is the difference for the both system? Thanks.
  18. KAR FUNG

    What is the difference for the settlement pile and non settlement pile ?

    What is the difference for the settlement pile and non settlement pile ?
  19. KAR FUNG

    High concrete strength columns and normal concrete strength beam

    Dear All, When the high concrete strength columns and normal concrete strength beam, have British code mention how much should extend from column surface by high concrete strength in beam/ slab ?
  20. KAR FUNG

    SAP and ETABS in Turkey

    You can use sap or etabs in Turkey. You can set your preference design code & wind load according to your country annex.

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