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  1. pizzalover

    Minimum width of closed tie fitment

    Thanks for the info.
  2. pizzalover

    Minimum width of closed tie fitment

    Hi there, I have checked AS3600 but still not sure about what the minimum width of closed fitment in a beam can be. AS3600 specifies internal diameter of the bend of D500N bar is 4db. So should the min width be 2*bar size + 2db + 2db? does it require a straight section between the bend? Thanks
  3. pizzalover

    Minimum width of closed tie fitment

    Hi there, I have checked AS3600 but still not sure about what the minimum width of closed fitment in a beam can be. AS3600 specifies internal diameter of the bend of D500N bar is 4db. So should the min width be 2*bar size + 2db + 2db? does it require a straight section between the bend? Thanks
  4. pizzalover

    Concrete plinth with hold down bolt design queries

    Thank you all for your valuable input and concerns. Yes, this is indeed a basic question, and unfortunately, I have discovered a gap between what I learned in uni and what I encounter at work. I learned the fundamentals of concrete/ steel/ footing design. However, when the situation deviates...
  5. pizzalover

    Concrete plinth with hold down bolt design queries

    Hi all, I am a grad engineer and hoping to get some help with the design of a concrete pad footing as per AS3600 or a similar code. I attached a preliminary sketch to show the intended design. need to design - footing size (check overturning due to wind load and bearing capacity of the...
  6. pizzalover

    Shear failure of precast concrete beam during lifting

    Hi there, Could you please help me with the calculation of punching shear that occurred during lifting? The precast beam (0.6m x 0.6m x 1.5m long) has two 50mm cast-in conduits for lifting and Nylon sling will be used to lift the beam. My thinking is the failure mode would be shear wedge above...

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