wind load analysis in ETABS software by using IS875 2015 Part 3 | building design |civil engineering

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  • Опубліковано 13 гру 2024

КОМЕНТАРІ • 9

  • @TarakParab2
    @TarakParab2 Рік тому

    1. Why to apply 1 unit of point loads? Dead load pattern with 1 factor takes care of it, since you have provided material and section properties.
    2. Why in wind parameters angle is selected as 0 and 180? Load combination takes care of it.
    3. Analysis check should be done with all boxes ticked except last two fixes with proper tolerance of more than one. Why only limit to first 3?

  • @azharnalbandh4029
    @azharnalbandh4029 3 роки тому +1

    Sir when will u make manual building design video

  • @poonambelekar1301
    @poonambelekar1301 Рік тому

    Sir how to apply dynamic wind using gust factor as per Indian code

  • @Pradip1431000
    @Pradip1431000 Рік тому

    How do you calculate windward and leeward coefficient?

  • @extremepeace4829
    @extremepeace4829 2 роки тому

    Sir I. Storey drift top storey is having more value than bottom. How is it possible sir.

  • @asrefkhan8098
    @asrefkhan8098 3 роки тому +1

    Bro i have send you mail regarding csi detailing software please send me the link for installing