Generate Plate Mesh in STAAD: Part 1 - Infill Plate and Plate Connectivity Problems

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  • Опубликовано: 4 дек 2024

Комментарии • 16

  • @henryobia8059
    @henryobia8059 Год назад

    What a lecture..I am only half way into this video and I can't wait to comment and say thank you. This made my year...I love it when I get to watch and listen to people like you. Thank u.❤

  • @jitendrarya
    @jitendrarya Год назад

    Firstly, I would like to express my gratitude for your informative video. Now, I have a question regarding parametric modeling. When plates are not generated orthogonally, how do we determine the moment along the orthogonal direction in order to calculate the required reinforcement for a slab or wall?

    • @surojit_ghosh
      @surojit_ghosh  Год назад

      You can use Results along a line feature (postprocessing mode > Layouts > Plate) to resolve the results along a defined line.

  • @MrGanesh9696
    @MrGanesh9696 3 года назад

    Nice explanation Suro, Please add the below points in the next session
    1. what is the optimized plate size in large structures
    2. Plate reference and changes in results
    3. Plate mat or elastic mat definitions for raft foundation
    4. global vs local stress results

    • @surojit_ghosh
      @surojit_ghosh  3 года назад

      Thanks for your suggestions, Ganesh. Yes, I will cover most of these modeling topics in this series. Plate and solid results interpretation will be covered in a new series.

  • @surjagain
    @surjagain 2 года назад

    Thank you so very much for this very informative tutorial. 🙏 Is there any tutorial specifically for modelling and analysing shear walls of an RCC multistorey building? I will be very grateful if you could point to a tutorial or guide which teaches on how to model and analyse shear walls.

    • @surojit_ghosh
      @surojit_ghosh  2 года назад +1

      How to model a shear wall properly in STAAD which can be further used for analysis and design, that will be covered in the 5th part of this series. I will try to upload this soon, stay tuned.

    • @surjagain
      @surjagain 2 года назад

      @@surojit_ghoshThank you very much.

  • @ismailmudhafar
    @ismailmudhafar Год назад

    Nice video,
    Now, we can not view the bending moment of the whole beam since it is divided. How to overcome this issue?

    • @surojit_ghosh
      @surojit_ghosh  Год назад

      You can select those segmented members, create a physical member using Form member option and use the physical member cursor to select and view the BMD.

  • @sayandas8914
    @sayandas8914 3 года назад

    Sir how to contact with you?please tell

  • @honey26singh
    @honey26singh 3 года назад

    Sir can you please model one building with basement and flat slab.

    • @surojit_ghosh
      @surojit_ghosh  3 года назад +1

      Thanks for you suggestions. I will cover the flat slab modelling techniques in 3rd part using advanced mesh generator, design using integrated modules will be covered later as that will take longer duration. I will try to cover basement wall modelling in future. Keep watching.

    • @honey26singh
      @honey26singh 3 года назад

      @@surojit_ghosh thanks sir

  • @memories..276
    @memories..276 9 месяцев назад

    Nice

  • @ahmedferdous2433
    @ahmedferdous2433 2 года назад

    Just