Ken Bondy One-Way Post-Tensioned Slab Design Example (2015)

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  • Опубліковано 15 січ 2025

КОМЕНТАРІ • 7

  • @ikechukwuanyanwu2099
    @ikechukwuanyanwu2099 Місяць тому

    Best video I've seen on the Internet in a very long time 🙂🙂🙂

  • @ikechukwuanyanwu2099
    @ikechukwuanyanwu2099 Місяць тому

    An amazing video on PT design ....God bless you

  • @munawarhussain7878
    @munawarhussain7878 6 років тому +1

    This was a great lecture indeed.

  • @isrcue2143
    @isrcue2143 4 роки тому

    Dear Sir, Thanks for sharing these good stuff. With regards to your reply for spacing of tendons, tendons spacings will be 1 x 1/2" dia tendon spaced at 2.96 ft from grid A to F for 9 kips per foot and 1 x 1/2" dia tendon spaced at 4.43 ft from grid A to B & E to F for 6 kips per foot? from Israel Cuevas from Philippines

  • @mohamedfouad1277
    @mohamedfouad1277 6 років тому

    Great lecture, I have a question : It was calculated that we need 15 or 9 kips per foot, we know 1 tendon is 26.6 kips, so do we use different type of tendons or we stress the half inch tendon to less than 0.7 fpu ?

    • @dirkbondy
      @dirkbondy  6 років тому +2

      Hi Mohamed, The kips/ft is managed by the spacing of the tendons, not by the force in the tendons. In California we only use 1/2" diameter tendons and we always fully stress them. - Dirk Bondy

    • @mohamedfouad1277
      @mohamedfouad1277 6 років тому

      Thank you, I really appreciate your lectures, big fan from Egypt.