Unblocked Wood Shear Wall - Design Example

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  • เผยแพร่เมื่อ 2 พ.ย. 2024

ความคิดเห็น • 10

  • @Kestava_Engineering
    @Kestava_Engineering  5 หลายเดือนก่อน +1

    Have you used these before?

    • @stevenrussell3571
      @stevenrussell3571 5 หลายเดือนก่อน

      I always design using a blocked shear wall design, but this is great knowledge to have! Thank you for the quality content as always!

  • @s8terkid515
    @s8terkid515 5 หลายเดือนก่อน

    As a recent mech grad doing a partially civil role your videos are a godsend. Thank you so much for contributing to the online resources for engineers, it's greatly appreciated!

  • @remyluciano7652
    @remyluciano7652 5 หลายเดือนก่อน +1

    Another cool idea, if you’re into, make a segment of videos weekly or monthly, about the topics that are in Reddit, sometimes are very funny

    • @Kestava_Engineering
      @Kestava_Engineering  5 หลายเดือนก่อน

      What Reddit thread specifically?? I think this is a great idea

    • @remyluciano7652
      @remyluciano7652 5 หลายเดือนก่อน

      There’s always good questions there, like someone said: there’s no stupid question just stupids that don’t ask. Bunch of questions and cool topics, ignore for the sake of our mental health the topics around salary lol

  • @remyluciano7652
    @remyluciano7652 5 หลายเดือนก่อน

    When is going to be videos about typical foundation system calculations, cause I’ve seen different approaches for typical house and building analysis and design criteria, like monolithic (thicken edge slabs, strip footing, spread footings), also let’s review typical load path conditions, those topics are very often useful for newcomers engineers all over the states. PS: nice channel, one of the more useful and didactic as u can possibly do, and also the more consistent, keep doing it.

  • @venkatesh2285
    @venkatesh2285 5 หลายเดือนก่อน

    Can you post one video for masonry rigid blocked diaphragm and shear wall calcs

  • @smeena3447
    @smeena3447 5 หลายเดือนก่อน

    If the 6" o.c. nailing pattern cannot be verified can a work around of using galv metal strap archieve the bracing requirement?