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ANE91's latest activity

  • ANE91
    Also, what software permits releasing every end at a node without throwing a mechanism error? I’ve always gotten yelled at for that…
  • ANE91
    Secondary Stresses in Trusses by Shankar Nair is a good starting point for this topic. The short answer is that you have to decide what...
  • ANE91
    ANE91 replied to the thread Truss Reactions.
    Here's a slick one from Paragon. I recall being told that the reactions per load effect are available in the software. Haven't worked up...
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  • ANE91
    ANE91 replied to the thread Back to Back Angle Bending.
    Wait, so the loads are tiny, the client is weight-conscious, and you're supporting pipes? How is this application not perfect for...
  • ANE91
    ANE91 reacted to gte447f's post in the thread interior truss heel sheathing with Like Like.
    Yes, of course. I acknowledged as much when I said, By describing the end vertical as a free standing column (needing to be...
  • ANE91
    ANE91 replied to the thread interior truss heel sheathing.
    Sorry to butt in, but doesn’t the unsheathed length of top chord provide restraint via tension to the column, such that it is not...
  • ANE91
    ANE91 reacted to KootK's post in the thread interior truss heel sheathing with Like Like.
    I will take this opportunity to express my displeasure at the usage of this new "down voting" function. I wish that didn't even exist...
  • ANE91
    Typically end nailing into the header. If that doesn't cut it, then framing angles above and/or below the header into the built up jamb...
  • ANE91
    ANE91 replied to the thread Precast Shear Wall Reinforcement.
    Squat walls crack as you've shown, but very skinny walls—whether concrete or masonry—behave more flexurally wherein cracks originate...
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  • ANE91
    ANE91 replied to the thread 360 degree photography.
    Thanks for the link, @phamENG. Duty to Warn is compelling but should be obvious / second nature to anyone not trained more than ~15y...
  • ANE91
    ANE91 replied to the thread 360 degree photography.
    Thanks anyway. At the very least, it confirms a suspicion of mine. Engineers are by nature risk averse. (I don’t mean that...
  • ANE91
    ANE91 replied to the thread 360 degree photography.
    Could you provide further reading on the subject? We use this tech regularly, so I’m very curious about potential exposure. Please and...
  • ANE91
    Just put it back the way it was. If the top chord was #1 SYP (unlikely), then scab it with the same or better wood with sufficient...
  • ANE91
    Mostly friction. Tested assemblies were about twice as stiff as real roofs that dried/shrunk in service, so the calculated deflections...
  • ANE91
    I have the same gripe, so I bought a soft copy. Copyright prevents me from sharing it, unfortunately. Looks like Scribd has it as the...

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