Prestressed Concrete Design - 1 - Introduction

Поделиться
HTML-код
  • Опубликовано: 22 июл 2024
  • This is a video lecture for Prestressed Concrete Design. This lecture introduces some of the basic concepts for prestressed concrete and gives a brief overview of its history.

Комментарии • 18

  • @jainendrakumar3274
    @jainendrakumar3274 Год назад

    ENJOYED THIS LECTURE AND UPGRADE MY MISSING KNOWLEDGE AND SKILLS.

  • @roshanpoudel6989
    @roshanpoudel6989 4 года назад

    Very good Lecture!

  • @tellamichael3148
    @tellamichael3148 2 года назад

    Very good lecture, thank you

  • @manuelsorianogaitero2434
    @manuelsorianogaitero2434 2 года назад

    the ultimate response to bending moments both in reinforced and prestressed concrete are similar due to the maximum compressive concrete resistance. In fact, the ultimate bending moment can be formulated as M=ZP, where M is the bending moment, P is the concrete compression, or the steel tension and Z is the flexural depth that depends on the section shape, Z=(0.65 to 0.85)*d

  • @manuelsorianogaitero2434
    @manuelsorianogaitero2434 2 года назад

    Magnel was the father of a graphical method, based on 4 inequations, for optimazing the prestress force, this Magnel diagram plot the possible region 2D with P in Y axis and P*e in x axis

  • @souptiktirtha8136
    @souptiktirtha8136 3 года назад

    Nice presentation ❤️❤️

  • @kefesonlineteaching5681
    @kefesonlineteaching5681 2 года назад

    good lecture, thanks

  • @sanskrutidhanwate6818
    @sanskrutidhanwate6818 4 месяца назад

    Very well explained

  • @etLOVEall
    @etLOVEall 4 года назад +1

    Is this material commonly used today in large scale projects ?

  • @abbas2294
    @abbas2294 4 года назад +1

    Does bonded type post tensioning systems dont have anchors at the ends? Only the bond through grout is responsible for transmitting stresses?

    • @davidgarber1664
      @davidgarber1664  4 года назад +3

      Bonded post-tensioning would have anchors at the ends, so the initial stresses (prior to grouting) would be only transferred at the ends of the member where the anchors are located.

    • @abbas2294
      @abbas2294 4 года назад +1

      David Garber Your explanation is great. Kudos to you for making such great videos.

  • @nelsonbalmaceda7046
    @nelsonbalmaceda7046 Год назад

    I am happy to work with CORESLAB.

  • @Phearunseng3
    @Phearunseng3 4 года назад +2

    Can I have Slide? Professor
    Thank you 🙏

  • @BlueSky-hu1wm
    @BlueSky-hu1wm 4 года назад

    Great ... but could you please tell us about how to demolish post tension buildings....thanks

  • @magaracollins9013
    @magaracollins9013 4 года назад

    what about retaining walls, can they also be constructed by prestressed concrete?