Seismic load calculation part 3 as per IS 1893-2002

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  • Опубликовано: 23 дек 2024

Комментарии •

  • @Ranjanarai1-20
    @Ranjanarai1-20 2 года назад

    You have no idea how much helpful this playlist is for me.😍

  • @bestrong8724
    @bestrong8724 6 лет назад

    Your all videos r informative & easy to understand

  • @supriyakrishna1805
    @supriyakrishna1805 5 лет назад +1

    your video and explaination is really helpfu .. thanks and make more such videos

  • @adventureboy5963
    @adventureboy5963 2 года назад

    Very informative video you explained well 👏

  • @ajaykumarsabbithi960
    @ajaykumarsabbithi960 5 лет назад

    Thank you madam, and your explanation is too good.

  • @fliriessu
    @fliriessu 6 лет назад +2

    Mam can u explain ,how this load is taken further in building design

  • @kanishkraj7630
    @kanishkraj7630 4 года назад

    How we will calculate vertical seismic coefficient for same zone factor ( Zone-3)

  • @sandoshkumar862
    @sandoshkumar862 3 года назад

    There are 2eqn for Ah,,,, how to select the eqn.

  • @beenay18
    @beenay18 5 лет назад

    how would steel bars effect the modulus of elasticity of concrete section? I need the moment of inertia and modulus of elasticity of reinforced concrete section with effect of percentage of steel. actually I need it because I need stiffness of column to calculate the stiffness of whole story of the building. I modeled a RC building in etabs. etabs gives me stiffness of the story after I run the analysis. but i haven't even run design. How did it calculate the story stiffness even before the reinforcement percentage in column is determined. Is it calculating stiffness of columns with no reinforcement in it ? or is it calculating stiffness of column with minimum required percentage of steel? will it change the stiffness of columns and then the stiffness of whole story after I run design in accordance with the amount of steel it calculates for each column? is the stiffness of the whole story sum of stiffnesses of all the columns of that story?

  • @chinmaysarkar4383
    @chinmaysarkar4383 4 года назад

    please make a video on IS1893 2016 ...because there are many changes on new code.

  • @subhashshah2530
    @subhashshah2530 4 года назад

    I am in love with your voice....the way you speak i totally like it😘😘😘

  • @ezhilarasan3776
    @ezhilarasan3776 5 лет назад +2

    Pls do response spectrum analysis

  • @MrMdbabar
    @MrMdbabar 6 лет назад

    Mam on the topic of ductility you made videos on column considering the ductile, please make videos on concedering other structure members. Please please please

  • @bestrong8724
    @bestrong8724 6 лет назад +1

    Thank u madam

  • @kaushalkachhia3491
    @kaushalkachhia3491 5 лет назад

    Please make a video for ms structure.
    For seismic & wind load

  • @abhisheksen325
    @abhisheksen325 5 лет назад +1

    MADAM PLEASE MAKE A VIDEO ABOUT DYNAMIC ANALYSIS

  • @rajendraprajapati7246
    @rajendraprajapati7246 6 лет назад

    Thank u mam

  • @ammuyuvaraj5669
    @ammuyuvaraj5669 10 месяцев назад

    This video is use for college students.

  • @samikshashrestha3925
    @samikshashrestha3925 5 лет назад

    Traverse length: 4x4=14????

  • @bokabaykercompany447
    @bokabaykercompany447 4 года назад

    14 or 16

  • @raghuramdavuluru2432
    @raghuramdavuluru2432 5 лет назад

    like you madam

  • @ammuyuvaraj5669
    @ammuyuvaraj5669 10 месяцев назад

    Who determined w