Isolated Footing Design and Detailing using Safe Software | Safe 20 software | CSI Safe

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  • เผยแพร่เมื่อ 4 ม.ค. 2025

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  • @SureshKumar-iy9hl
    @SureshKumar-iy9hl 8 วันที่ผ่านมา +2

    Congratulations 👏👏👏

  • @prabalkhakurel6901
    @prabalkhakurel6901 3 วันที่ผ่านมา

    Good Explanations. Subscribed!

  • @BantZai
    @BantZai 11 หลายเดือนก่อน

    Thank you for the lesson. Excuse me, I have version 20.3, while in version 16, when right-clicking on the Shell element, you could see the "Design" tab. However, in this version, that tab is only visible in Frame and Ribs elements. For Shell-type elements, only "Geometry," "Assignments," and "Loads" tabs are available. Is there a way to activate it, or does the tab appear differently for these elements?

  • @TheJawwadap
    @TheJawwadap 8 หลายเดือนก่อน

    Very Informative video Thanks a lot

  • @biswasmihir0001
    @biswasmihir0001 ปีที่แล้ว +2

    Thank You Mam.
    Please make tutorials on Warning .........

    • @biswasmihir0001
      @biswasmihir0001 ปีที่แล้ว +2

      Warnings are like.........
      Warning: Check meshing, At area 1 ( 8.22% Increment)
      Warning: Check meshing, At area 1 ( 4.11% Increment)
      Please solve it Mam

    • @biswasmihir0001
      @biswasmihir0001 ปีที่แล้ว

      Layer B is Disable in option 'show slab design - chose strip direction'.
      How to solve it mam?

    • @CivilEngineeringMastery
      @CivilEngineeringMastery  ปีที่แล้ว

      While drawing strip you have to choose layer A and layer B.

    • @CivilEngineeringMastery
      @CivilEngineeringMastery  ปีที่แล้ว

      Redo the strip again by selecting layer A and layer B separately.

  • @Said-mb5tx
    @Said-mb5tx 20 วันที่ผ่านมา

    i want to change the direction of moment like the negative moment appear down dutum and the positive moment appear upper detum please could any one tell me how ?

  • @lokeshacharyab.g8006
    @lokeshacharyab.g8006 ปีที่แล้ว +1

    Nice tutorial thanks, kindly upload oneway and two way slab design in safe softwareb asper indian cide

  • @suriyaprakashk3219
    @suriyaprakashk3219 5 หลายเดือนก่อน +1

    Thank you mam 🙏

  • @stadd123
    @stadd123 10 หลายเดือนก่อน

    Lots of thanks

  • @structuralarchitecturalcon6284
    @structuralarchitecturalcon6284 10 หลายเดือนก่อน +2

    Mam slab material can be M25 and not Fe500. Kindly change in video

  • @sushilthapa8865
    @sushilthapa8865 5 หลายเดือนก่อน

    while i run i get warning (Model has been checked, 1 warning messages Warning: Check meshing, At area 1 ( 5.44% Increment) Check Warning File(C:\Users\sushi\OneDrive\Desktop\Running Project\Strucutre\Structure\safe\Foundation.WRN).) how do i solve it

  • @chsetha2630
    @chsetha2630 ปีที่แล้ว

    Hi, I am very appreciate your time making video, at report punching shear calculation, the value shear force is 349KN seem small and how come to have this value? as your DL and LL is 300KN, 100KN
    once shear force value is not correct then value of punching shear is not correct too. Punching shear force is factor force from combination DCONS2 as shown in your report.

  • @krishnakanthchidre5119
    @krishnakanthchidre5119 ปีที่แล้ว +1

    mam please do another video for Eccentric Footing/shoe Footing using safe

  • @akhilasiva354
    @akhilasiva354 ปีที่แล้ว

    Maam warning on area increment are shown how to solve it

  • @ZaheerAbbas-ch5df
    @ZaheerAbbas-ch5df 7 หลายเดือนก่อน

    cant we download the pdf of detailings???