SHEETMETAL

Discussion in 'SolidWorks' started by thestew, Apr 24, 2008.

  1. thestew

    thestew Guest

    Can someone give me a formula to calculate a sheetmetal flat pattern.

    Thanks,
     
    thestew, Apr 24, 2008
    #1
  2. thestew

    Diego Guest

    Add the outside dimensions of adjoining flanges and subtract the bend
    deduction. The bend deduction is the difference between the outside
    dimensions (to a point coincident to both outside surfaces of the
    sheet metal) and the actual length of the material required to make
    the part. The radius in the formula below is the inside radius.

    BEND ALLOWANCE = (.01745 X RADIUS) + (.0072 X THICKNESS) X DEGREES IN
    ANGLE
    OSSB = RADIUS + THICKNESS
    ISSB = RADIUS X TAN 1/2 DEGREES IN ANGLE
    BEND DEDUCTION = (2 X OSSB) - BEND ALLOWANCE

    The radlius will be somewhat different for press brake work than
    stamping, and bottoming bending or air bending parts. So there is
    variation depending on your process, but the formula is pretty close
    for general fabricating.

    Hope this helps. Diego
     
    Diego, Apr 24, 2008
    #2
  3. thestew

    Guest Guest

    I think in my drafting class we used a line at 1/3 the thickness from the
    outside length of the bend to compensate for the stretching of the metal.
    But, it will vary with the material, thickness and bending method.
    dimensions for sheet metal are usually given to sharp corners and the die
    maker usually deals with it.

    Bob
     
    Guest, Apr 24, 2008
    #3
  4. thestew

    fcsuper Guest

    Yeah, in most cases, flat patterns should be avoided on product
    drawings. You are specifying the final condition of your product to
    you vendor, and it is up to them to match it by whatever means, per
    current ASME Y14.5M.

    Matt Lorono
    http://sw.fcsuper.com
    http://www.fcsuper.com/swblog
     
    fcsuper, Apr 24, 2008
    #4
  5. thestew

    Cliff Guest

    For any given material the length along the "neutral axis" remains
    constant no matter the bend. The "neutral axis" gets no tension
    or compression during a bend & remains of the same length.
    You just need to know where it is for your material & thickness
    then calculate it (from the proper side) for each bend. Bent or
    unbent it's the same length. Not hard to work it backwards
    from there, as needed.
    Search for "sheet metal" "neutral axis" bending.

    Ignore jb <G>.
     
    Cliff, Apr 25, 2008
    #5
  6. thestew

    Guest Guest

    Guest, Apr 25, 2008
    #6
  7. thestew

    CADaholic Guest

    This is going to be a dumb question, but if you're doing it in
    SolidWorks, why not let it do the calculation for you? Unless you
    just want to verify what it's giving you. I can certainly understand
    that.
     
    CADaholic, Apr 25, 2008
    #7
  8. thestew

    Cliff Guest

    Actually, the CAD systems use the neutral line approach AFAIK.
    Which may not always work well in some cases, such as for materials
    that work-harden.

    Perhaps the very first sheet-metal fold/unfold/flat pattern program came
    out of the Indiana/Kentucky ComputerVision user's group (written in
    Varpro II). GE In Appliance Park may have had something to do with it.
     
    Cliff, Apr 25, 2008
    #8
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