How to create mat foundation in STAAD Pro | PTS CAD EXPERT

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  • Опубликовано: 15 дек 2024

Комментарии • 14

  • @KingHonestJourney
    @KingHonestJourney 3 года назад

    Very nice tutorial. Please make a video on Raft foundation. Ie. Mat foundation with beam.🙏🏿

  • @arjunthakor9143
    @arjunthakor9143 3 года назад

    Nice learning

  • @dilipkumarsah6355
    @dilipkumarsah6355 3 года назад

    When will you start revit structure

  • @sonamlhamo2078
    @sonamlhamo2078 2 месяца назад

    Mam, after clicking on the analyse options,it says analysis result are not available, what is the problem?

  • @amandudawat5856
    @amandudawat5856 2 года назад +1

    Mam I am getting an error before assigning mesh, its showing please define identifiers?

  • @indranilbal9507
    @indranilbal9507 3 года назад

    Madam, I have a question.
    Apne to ek bar load combination kar hi liya staad me, to staad foundation me ja ke firse q kiya load combination?

  • @chandankumarmajhi3150
    @chandankumarmajhi3150 2 года назад

    mam in water tank mat foundation output file how to find that the design has been been made for a particular sbc which is found in geoinvestigation report

  • @brwalconstruction4617
    @brwalconstruction4617 3 года назад

    mem staad rcdc pr bhi video bnao .....

  • @ManojAmshekar
    @ManojAmshekar Год назад

    Madam, Do u give online training?

  • @chandankumarmajhi3150
    @chandankumarmajhi3150 2 года назад

    mam my question is How to check a design that has been designed for a particular sbc value by seeing stadd foundation output file

  • @bilalakhtar436
    @bilalakhtar436 3 года назад

    Mam we need rcdc lectures.... Please make videos on it

  • @onlysooth1806
    @onlysooth1806 3 года назад

    How to design plinth beam in STAAD.Pro??

  • @pativadahemanthkumar
    @pativadahemanthkumar Год назад

    How to solve if design foundation is failure

    • @PtsCADExpert
      @PtsCADExpert  Год назад

      You have to check the reports, because the failure reason already mention , if in case of bars you have to change the minimum and maximum bar design criteria