Lecture 7 - Modeling, Analysis and Design of Mat/Raft Foundation in CSI SAFE Software

In this lecture video, we learn about design of raft/mat foundation in SAFE by exporting the model from ETABS.

Пікірлер: 14

  • @HawraaAl-Fakih
    @HawraaAl-FakihКүн бұрын

    Does anyone know where we define subgrade soil on newer versions, safe21 ??

  • @pi_arjun
    @pi_arjun2 жыл бұрын

    U should know that you are doing a good job and a great service to your viewers.

  • @inquisitiveengineer1993

    @inquisitiveengineer1993

    2 жыл бұрын

    Thank you so much!!

  • @thegodfather287
    @thegodfather287 Жыл бұрын

    thankyou sir yoi are doing greT job

  • @sumansubedi7319
    @sumansubedi73192 жыл бұрын

    Very informative!!! could you also include designing foundation in excel vs SAFE in some later videos?The results might not be the same. Since you seem to have a profound knowledge in structural engineering, I would be glad that you provide us viewers with comparisons too, I have learned a lot from your videos. Hope you keep uploading sir!!!

  • @inquisitiveengineer1993

    @inquisitiveengineer1993

    2 жыл бұрын

    Sure! Lets do that too!!

  • @oluochphelix3142
    @oluochphelix31422 жыл бұрын

    Hi, thanks for this informative video. Can it be designed in ETABS itself?

  • @shaheershafat4599
    @shaheershafat45992 жыл бұрын

    Nice video. Pls share how to check for punching where there is beam provided in raft?

  • @inno5infra
    @inno5infra2 ай бұрын

    After analysing I mm not getting results (colourfull details) why.? It's just showing analysis completed and ready.🤔🤔

  • @ritiksamaiya4148
    @ritiksamaiya41482 жыл бұрын

    On analysis model is not locking although run analysis is performed correctly. Any solution??

  • @inno5infra

    @inno5infra

    2 ай бұрын

    Yess۔۔۔ and not getting that colourful patches as result right.. facing same situation.??

  • @bishalsingh4334
    @bishalsingh43343 ай бұрын

    I have a doubt while defining load combination. You make load combination of 1.5 dl+1.5 ll and dl+ll. Dont we need to consider other dead loads like floor finish, wall etc on combination. Can you make it clear sir?

  • @yogeshshakya9558

    @yogeshshakya9558

    Ай бұрын

    DL is already a combination where other load patterns are included.

  • @rawata2z14
    @rawata2z14 Жыл бұрын

    Why you increase the depth of mat? you should try to change the grade of concrete i think that will be more economical

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