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  1. jasem81

    Sharp edge of handrail

    Tmoose, You are right, the problem that Client is not accepting the current status and he is considering this shape is not meeting the HSE requirements, we have huge quantity which is already erected, we need to find a solution away from cutting and welding
  2. jasem81

    Sharp edge of handrail

    new photo, implementing coating seems good idea,can any one help and give me the material name please
  3. jasem81

    Sharp edge of handrail

    What are the best solutions to solve the issue of sharp edge shown in the below photos We have huge quantity and client didnt accept the current status
  4. jasem81

    water ratio for backfilling with sand cement mix

    Client didn't accept
  5. jasem81

    water ratio for backfilling with sand cement mix

    Gents, I have a crowded area of foundations, want to use the sand cement mix for backfilling, 50 kg cement for 1 MT of sand my question is how much the water ration shall be I need a reference please
  6. jasem81

    Hi Guys, please try to help me urg

    Hi Guys, please try to help me urgently, I need the details of layers below the flooring tiles/Ceramic, and the most important thing my client is asking me for the reference
  7. jasem81

    Urgent-damaged reinforcement bars

    I have to raise report to client to accept a proposal to solve this issue
  8. jasem81

    Urgent-damaged reinforcement bars

    Bar dia. T12 Foundation is isolated it is for building and the column is center column
  9. jasem81

    Urgent-damaged reinforcement bars

    Hi what is the solution for this damaged bars shown in the picture
  10. jasem81

    cellular screed concrete and slope concrete.

    what is the difference between cellular screed concrete and slope concrete.
  11. jasem81

    safety holes in steel memberes

    what are the safety holes in members
  12. jasem81

    code for heavy duty pvc conduit

    Hi, can any body give me the spec for heavy duty pvc conduit and the reference I want to know the wall thick for a conduit of 150mm dia
  13. jasem81

    Bars overlaping place in combined foundation

    I have foundation 12 m x 3 m the distance between columns 10 m can you advice for the bar overleaping position
  14. jasem81

    Master Key System

    what is the Master Key System in buildings ?
  15. jasem81

    Solutions for fail concrete of foundation

    we already waited 28 days and did the special tests on the existing footing, it failed client didn't accept to check and adjust the design for 22 Mpa we have 2 options 1-remove the footing and reconstructing from the beginning 2-cont the pedestal bars and consider the existing footing as...
  16. jasem81

    Solutions for fail concrete of foundation

    We have poured the concrete of footing in foundation (please see the picture) the required concrete strength is 28 Mpa but it fail on 22 Mpa, what are the best solution for such problem http://i57.tinypic.com/2rmsax4.jpg[/IMG]]
  17. jasem81

    hollow block resistance

    when we calculate the hollow block resistance, for the stress shall we consider the whole area of the block or we have to deduct the hole areas from the block surface area R=P/A A: with holes area or without?
  18. jasem81

    Tests for manholes

    Hi, I am preparing the method statement of precast concrete manholes , what are the tests we have to do for the manholes before the backfilling. Thanks
  19. jasem81

    lifting of precast foundations less than 9 t weight

    What are the procedures and conditions that we must take in order to lift the precast concrete foundation, specially after how many days of pouring we can lift the foundation
  20. jasem81

    Method statement for precast concrete of foundation

    actually they are pipe support foundations with weight less than 9 t and we have also manholes less than 9 t

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