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jayrod12's latest activity

  • jayrod12
    Assuming the HSS has a wide enough top flange, could you not just leave a gap of 1/4"-1/2" between adjacent plates and top side weld...
  • jayrod12
    jayrod12 replied to the thread Diaphragm transfer forces.
    My response was directly related to his proposed scenario. Where he indicated that he was trying to get the reactions to match. I...
  • jayrod12
    I'm assuming the previous engineer was fired for a reason. Therefore tell the client your opinion on the matter. I agree with you that...
  • jayrod12
    jayrod12 replied to the thread Existing Steel Joist Identity.
    There are so many suppliers, you won't really be able to get a definitive answer without more information. I do know that the Steel...
  • jayrod12
    jayrod12 replied to the thread Diaphragm transfer forces.
    Yes, that does sound correct. Your shear diagram is no longer applicable in a rigid diaphragm scenario as it's viewed as strictly rigid...
  • jayrod12
    jayrod12 replied to the thread Long Shear Wall.
    That's a bit unfortunate. Is it possible to design a wind girt at roughly mid-height of the wall that is stiff enough/strong enough to...
  • jayrod12
    jayrod12 replied to the thread Diaphragm transfer forces.
    We transfer lateral loads around all the time, can you confirm where you've seen this requirement that they're full height? The AHJ has...
  • jayrod12
    jayrod12 replied to the thread Long Shear Wall.
    Stacking frames sounds like a terrible idea. what will brace them? That being said, a sketch of the situation usually will help...
  • jayrod12
    jayrod12 replied to the thread Ridge Beam Moment.
    Can confirm @KootK does not dominate a conversation with engineering problems that are way above most of our heads. Him and I had a...
  • jayrod12
    jayrod12 replied to the thread Easy foundation work or a trap?.
    We do this fairly regularly, but our typical underpinning consists of cast-in-place friction piles 25-30 feet long. The way we detail...
  • jayrod12
    I can't say I've ever known anyone to take this into account directly. But yet this unequal spans, or different framing schemes on each...
  • jayrod12
    jayrod12 replied to the thread Cover your pergola.
    My former mother-in-law asked for my help designing her pergola. I gracefully declined. When she asked why, I said because after a...
  • jayrod12
    jayrod12 replied to the thread Shou Sugi Ban procedure.
    If you dig into fire rating of heavy timber, the char layer develops and then provides protection for the remainder of the wood. So...
  • jayrod12
    jayrod12 replied to the thread 16' or 8' or 4' Retaining Wall?.
    Not counting on the roof, assuming it has plywood, is being overly conservative in my mind. What if? You can't plan for future removal...
  • jayrod12
    jayrod12 replied to the thread 16' or 8' or 4' Retaining Wall?.
    He may need the depth for frost. Where I practice the frost is routinely over 6 feet. 8 foot basements are the norm. This wall has the...

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