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Recent content by KCRatnayake

  1. KCRatnayake

    Hilti Anchors vs. Anchor Bolts

    In the region I'm practising, post-installed anchors are considered as somewhat expensive system than cast-in-situ anchors. But, in my openion, there are number of advantages you can gain when using post-installed anchors. Advantages * No need to do tedious setting outs. Just do the casting and...
  2. KCRatnayake

    Pre-cast Beam System for a Flat Accesible Roof

    Hello All, Recently I encountered this issue. Is pre-cast beams with 2.5" thick overlay suitable for a flat accessible roof top? Will water-proofing work on this? Building is 100' long and 50' wide. Ther will be insulation and water proofing. Many thanks, KC
  3. KCRatnayake

    Cement rendered floor with Titanium finish

    Folks, I am currently constructing my own house. I am thinking of having a cement rendered floor with Titanium finish. The common problem of this is hairline cracks. How can we control these cracks? Even after 5 days water ponding, cracks might appear, contractor says. What are the precautionary...
  4. KCRatnayake

    Isolation Joint

    JAE, Many thanks! Clefcon
  5. KCRatnayake

    Isolation Joint

    JAE, Yes, I'm thinking of rebuilding the joint on the top surface. There should be a better way than just plaster??? Many thanks, Clefcon
  6. KCRatnayake

    Isolation Joint

    JAE, Sorry if this is confusing. That cracked beam is a long cantilevered beam. This is the isolation joint they had used.
  7. KCRatnayake

    Isolation Joint

    Falks, Recently I visited a very long building in which structural engineer has allowed some isolation joints. Said joints had been perished due to unknown reason. I am looking for a suitable joint details for this. If someone could help me with this, it would be really appreciated. Clefcon
  8. KCRatnayake

    Carbon Fibre Wrapping for Concrete Strengthening

    Can somebody give me few names of good suppliers for the above? I'm working in Sri Lanka and we only have one supplier operating from India. Thanks, Clefcon
  9. KCRatnayake

    shear reinforcment in concrete beams

    If this spans between two columns, punching shear will be a problem. All depends on your loading and depth of the beam. Most beams with small depths, probably you'll have doubly reinforced beams in which you need reinforcements to resist compression, every corner bar and each alternate bar in...
  10. KCRatnayake

    metallic vs non-metallic grout

    YS, Would like to know further on Petrosky Effect. Can you send me some links on this? Clefcon
  11. KCRatnayake

    Code for Telecom. Tower Design

    Thanks a lot Stack. Clefcon
  12. KCRatnayake

    Code for Telecom. Tower Design

    Dear All, Can somebody tell me where I can get following code in hard or soft format? TIA/EIA222G I am working in Sri Lanka so that I'm not that familier with US codes. Thanks in advance. Clefcon
  13. KCRatnayake

    Abrasion Resistance

    dik, As far as I know abrasion resistance varies with regions or countries. Grade of concrete has very little effect on abrasion resistance. I.e. same grade of concrete in different countries have different abration resistance. It's abration resistance of agrregate which is decisive. People...

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