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  1. ravreyes1

    Climbform

    How does climbform work?
  2. ravreyes1

    difference between slipform and jumpform

    What is the difference between slipform and jumpform?
  3. ravreyes1

    slipform

    Im looking for a web site giving information about slipform?
  4. ravreyes1

    Distribution of Concrete Pressure on Plywood Forms

    What is the correct procedure to calculate the concrete pressure of 300 x500 x 1200mm rectangular RC beam on plywood forms(i.e. on the sides of fomworks)?
  5. ravreyes1

    Reliable Concrete test

    The ACI Code uses cylinder test while the British standars specifies the cube test to determine the compressive strength of concrete. Which method is more reliable?
  6. ravreyes1

    Economy of High Strength Concrete for RC Beams

    Since concrete cannot resist tensile forces and half of concrete beam section is under tension and usually neglected in the design, is it economical not to use high strength concrete for RC beams?
  7. ravreyes1

    Reliable Concrete test

    The ACI Code uses cylinder test while the British standars specifies the cube test to determine the compressive strength of concrete. Which method is more reliable?
  8. ravreyes1

    7 Days Compressive Strength of Concrete

    Concrete usually attains about 90% of its compressive strength after 28 days. What is the approximate 7 days and 14 days compressive strenght of concrete as a percentage of its ultimate compressive strength?
  9. ravreyes1

    Negative Reinforcement in RC beam

    I am constructing a 6 span continuous 500mm x 500mm RC beam with a clear span of 3.6m between RC column supports. I noticed that the top bars at the support(negative moment) is only 3- 20mm diameter deformed bars while the bottom bars is 5 20mm diameter. Is it possible to have more bars in the...
  10. ravreyes1

    Stripping RC Beam Forms

    I am concreting a 500mm x 500mm section reinforced concrete beam with an span clear span of 3m between RC columns. How many days it would take before stripping the side forms and the soffit forms?
  11. ravreyes1

    90 Minute Rule

    I am concreting a 500mm x 500mm section reinforced concrete beam with an span clear span of 3m between RC columns. How many days it would take before stripping the side forms and the soffit forms?
  12. ravreyes1

    Shear key

    How to make a shear key in a reinforced concrete column and beam connection if the the column and beam are not poured at the same time?
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