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271828's latest activity

  • 271828
    271828 replied to the thread Simple yield line question.
    Can't assume 45 deg or any other angle. YLA is an upper bound solution, so you'll need to find the angle that results in the lowest...
  • 271828
    271828 reacted to JoshPlumSE's post in the thread Floorvibe for RAM SS with Like Like.
    Did you try contacting the RAM folks? My guess is that this is a question they have heard a lot recently. And, they've almost certainly...
  • 271828
    271828 replied to the thread Floorvibe for RAM SS.
    I bet you would get an email response at floorvibe.com. My understanding is they are still selling copies of FloorVibe. Not sure about...
  • 271828
    271828 reacted to HTURKAK's post in the thread Forcing function of falling mass with Like Like.
    p = −mv − mv = −2mv I do not understand if the rocks stick or say accumulate on the machine . Say does not accumulate , The upper...
  • 271828
    You can consider it as shock loading with a half sine wave forcing function. Alternatively an impulse excitation can be assumed.
  • 271828
    In the 15th and 16th edition Manuals, the default Fy is 50 ksi for rectangular HSS. These calcs are based on the AISC Spec. Section E7...
  • 271828
    Just a quick comment. The spreadsheet you uploaded had Fy = 46 ksi. The AISC Manual Part 4 tables are for 50 ksi. Any chance that's the...
  • 271828
    Lol that is one of the best arguments against the metric system I've every read! :) Yeah, we our trailing powers of 10 can be a bit of...
  • 271828
    271828 reacted to Mike Mike's post in the thread Shear Lag with Like Like.
    Thanks 217808, I had not seen this article before and have not dug into the canadian standard, but assuming x bar prime is the same as x...
  • 271828
    271828 replied to the thread Shear Lag.
    Mike, I stand corrected on this being a hard limit. I agree with your interpretation. In the following article, Packer had a chance to...
  • 271828
    271828 reacted to JAE's post in the thread Shear Lag with Like Like.
    I seem to remember a prof once talking about this and I recall him saying something about unexpected eccentricity of load as a concern...
  • 271828
    271828 replied to the thread Shear Lag.
    Or intermittent welds? I've done that before.
  • 271828
    271828 replied to the thread Shear Lag.
    Assuming Fu = 65 ksi and a 7/16 in. slot width. With 6 in. long welds, I'm getting a tensile rupture design strength of 176 kips. That's...
  • 271828
    271828 replied to the thread Shear Lag.
    That's not how this is typically done in AISC. If the connected part has a significant tension, it's checked for tensile rupture. That...
  • 271828
    A W18x35 has Ix = 510 in.^4. That is a lot of mm^4 and a tiny number of m^4 ! With USC units, I need scientific notation about twice...

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