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JAE's latest activity

  • JAE
    JAE replied to the thread Column Buckling.
    A lot of pure FE software doesn't do buckling very well.
  • JAE
    JAE replied to the thread Contractor Stealing My Plans.
    In some cases plans/designs for residential aren't required to be sealed/stamped by a licensed engineer to secure a building permit. If...
  • JAE
    JAE replied to the thread LATERAL BRACING.
    Ok - now that XR250 mentioned this - I was perceiving a W12 braced only by decking or something on its top flange. My comments above...
  • JAE
    JAE replied to the thread Flat roof connection to existing hip roof.
    Here's one idea. Not shown would be some clips between the 2x8 rafter/truss and the top plate as well. For residential I can't believe...
    • Sketch.jpg
  • JAE
    JAE replied to the thread LATERAL BRACING.
    If there's a sense that the W21 below can still somewhat freely rotate in a "torsional sense" - and I believe it can with only thin web...
  • JAE
    JAE replied to the thread Flat roof connection to existing hip roof.
    Can the new 2x12's simply extend in and lap beside the existing 2x8's? Avoids the messy field trimming and still allows both members to...
  • JAE
    JAE replied to the thread Concrete beam minimum steel.
    There was an old thread about this (well specifically ACI 10.5.4 I think) where the question was aimed at the ACI provisions for "slabs...
  • JAE
    JAE reacted to ANE91's post in the thread Bearing Capacity and Overburden Stress with Like Like.
    I don’t design skyscrapers, but engineers that do take advantage of overburden pressure in the design of mat foundations. Dig deep...
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