Define Load Pattern, Combinations, Mass Source and Diaphragms in ETABS | Residential Building Part 4

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  • Опубліковано 14 гру 2024

КОМЕНТАРІ • 11

  • @alfonsonieves788
    @alfonsonieves788 2 роки тому

    Good Morning since Cartagena - Colombia. Why the parapet wall have 1 en self weigth multipler?

    • @civilconst
      @civilconst  2 роки тому

      Only if you are going to model parapet wall in ETABS else put 0.

  • @samratprajapati2275
    @samratprajapati2275 3 роки тому

    What is the book that you are referring here? Steuctural performance?

  • @alfonsonieves788
    @alfonsonieves788 2 роки тому +1

    One question. What is the diference between seismic and seismic drfit in load patterns?

    • @civilconst
      @civilconst  2 роки тому

      The answer is in the name itself.

    • @alfonsonieves788
      @alfonsonieves788 2 роки тому

      hi, So I must have both in the model, one to design and one to control drift@@civilconst

    • @civilconst
      @civilconst  2 роки тому +1

      No. only define drift if you have to apply drift displacement directly instead of seismic force.

    • @alfonsonieves788
      @alfonsonieves788 2 роки тому

      @@civilconst Thanks Parash. !!!

  • @HeavenVlad
    @HeavenVlad 6 місяців тому +1

    yOU ARE THE BEST MY BRO, THANK YOU VERY MUCH, THANKS TO YOU I'M GOING TO HAVE A GOOD GRADE IN STRUCTURES 2, KISSES IN THE BUTT

  • @ndansari7869
    @ndansari7869 2 роки тому

    Tq sir