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  • Users: tKc74
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  1. tKc74

    Part Numbers – Dash vs. Rev (Frank Watts' Engineering Documentation Control Handbook)

    Hey folks, I've been scratching my head over Frank Watts' Engineering Documentation Control Handbook 4th Ed., particularly the use of a "dash" in Part Numbers. Seems a lot like just putting a Rev in there, which Watts strictly says don't do. For instance: PN 123456-01 (some...
  2. tKc74

    Rigid Square Section Supported by C-Channel

    Hello, a problem I'll try to conceptualize best I can: Let's say I have a rigid solid square section that is bonded on both sides of the flanges at both ends by a c-channel of length width W, flange thickness t, gap (and square dim) l and flange height h (see below illustration). A moment M is...
  3. tKc74

    Bolt in Bending Calc with Unique Geometry

    Hello, Looking for a bit of a sanity check on a bolt calculation, biggest thing is if to take the point of rotation about the bolt group centroid or the first bolt (given the geometry the first bolt could also seem like a valid option, just unsure with this geometry), calculation below shows...
  4. tKc74

    Unique Weld Geometry Evaluation

    Hello, I had posted this along with several other questions here, but I wanted to re-post the weld specific question here as it may get some different insight. I have a weld and load geometry that I have not been able to find a concrete example on how to evaluate in any textbook or code. I have...
  5. tKc74

    Cantilever Beam with Flange to Flange Bolt & Weld + FEA

    Hello, working on a pair of transport beams to move a large piece of equipment on a flat deck, beams will cantilever off the ends of the trailer to pick up the loads, think Two Unequal Concentrated Loads Unsymmetrically Placed as a load profile. Working to AS/NZ 3990 standard. Got existing...

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