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Recent content by MechEng..

  1. MechEng..

    Deflection calculation on bar bundles when lifting

    How many straps does it need to keep the deflection minimum? Can anyone share cals done?
  2. MechEng..

    Deflection calculation on bar bundles when lifting

    Length of the strap is approx 700mm the 9 points are tie points not pick points.
  3. MechEng..

    Deflection calculation on bar bundles when lifting

    how about the bending moment and shear force diagram,any idea? When it lifted by a 10T crane. Some sites still use forklift may be 2 to move the bundles,but not a standard practice.
  4. MechEng..

    Deflection calculation on bar bundles when lifting

    Sketch for what I am looking forhttp://files.engineering.com/getfile.aspx?folder=7719c644-d243-413b-8a4a-de96646afd2b&file=201712011120.pdf
  5. MechEng..

    Deflection calculation on bar bundles when lifting

    Each bar in the bundle is 24 mm in diameter. the strap Width is 32MM, Strength is 17 KN
  6. MechEng..

    Deflection calculation on bar bundles when lifting

    what it is, a 24 Dia bar @18 M Length with 32 no's of bars weights 2T (standard) when the bundle is lifted it should have minimum deflection which doesn't affect the quality of the bar.
  7. MechEng..

    Deflection calculation on bar bundles when lifting

    HI, need some help to calculate the deflection curve. 18 M in length each bar is 24 dia bar bundle has 31 bars,weights 2T metric, has 9 -equally placed straps-how to calculate the deflection when the bar bundle is been lifted by a 10T crane or by a forklift. Strap strength is 17KN per...
  8. MechEng..

    Straps required on rebar bundles

    HI, How to calculate the straps required? I trying to find the number of straps required for Rebar bundles(circular) ,which changes in length with a standard 2 T weight. the strap strength is 22 KN -notching or clamping strength is 70 to 80% of the designed strap strength i.e..17.2 ~18.4 KN...

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