seismic load calculation Part 4 as per IS 1893-2002 |Civil Engineering

Поделиться
HTML-код
  • Опубликовано: 23 дек 2024

Комментарии • 32

  • @LimuelGepitulan
    @LimuelGepitulan 10 месяцев назад +1

    Yeap She's doing a very big help/favor for every structural engineers

  • @ashokkumardas4781
    @ashokkumardas4781 4 года назад

    Madam you are doing great job for civil engineers. After so much efforts I could not learn it so far but because of your generosity , now could learn it at last। Thanks madam

  • @nakulkhanna5792
    @nakulkhanna5792 6 лет назад +3

    Thanks mam your videos are excellent.You have explained in very well . Kindly make more such videos : on design of rcc building , response spectrum.

  • @anamiprasad7786
    @anamiprasad7786 4 года назад +1

    Unbelievable lecture series.
    Thanku soooo much mam

  • @googlespace1392
    @googlespace1392 6 лет назад +1

    U r doing very good job for juniors..thanks and makes more on like prestress...

  • @karanamjbrao7889
    @karanamjbrao7889 4 года назад +2

    namaskar. i seen only 4th part of seismic load calculation. remaining not seen, kindly send link to see the other 1,2,3 parts. one think i not followed the calculation from Qi to Vi .

  • @tirthgajrawala9408
    @tirthgajrawala9408 5 лет назад +1

    Best viedos on youtube

  • @dariljohnprasad2118
    @dariljohnprasad2118 5 лет назад

    We explained. Thank you. Expecting more videos on RCC design.

  • @malharsharma61
    @malharsharma61 3 года назад +1

    YOU ARE GREAT

  • @bahaaahmad5684
    @bahaaahmad5684 4 года назад

    Thank you very much!
    I have a question, does the distribution of seismic force differ when we distribute it in the north-south direction from the east-west direction for this example?

  • @krv6692
    @krv6692 4 года назад

    how do you distribute it horizontally?

  • @bhavanamsrinu
    @bhavanamsrinu 6 лет назад +1

    Super mam awesome keep it up. But mam please make part 6 on providing Area of steel as per baseshear(Vb) results

  • @ashokkumardas4781
    @ashokkumardas4781 2 года назад

    Madam, your all presentation are excellent. I donot know wheather you have given video on dynamic analysis of earthquake or time history analysis etc. Madam ,kindly do pl

  • @prasantthapa6953
    @prasantthapa6953 5 лет назад +2

    I love u maam, u r too good thanks for this video

  • @beenay18
    @beenay18 5 лет назад

    please make a video on distribution or story/diaphragm forces to columns.

  • @arghyanandi7960
    @arghyanandi7960 4 года назад

    Sir can you provide Design Basis report for any residential building as per Indian code ? Actually I need this for my college project

  • @rupakdeo841
    @rupakdeo841 4 года назад +1

    I have found one mistake in this videos of seismic load calculation.mistake is that size of slab should be 24*16 but in place of 16 that is considered 14.so please explain why this mistake occurs.this kind of mistake create confusion for many students.please correct this mistake

    • @rupakdeo841
      @rupakdeo841 4 года назад

      Madam please do corrections in this video

  • @surinderghurdora8537
    @surinderghurdora8537 5 лет назад

    Really mam ,
    Thnq so much
    God bless u

  • @karanamjbrao7889
    @karanamjbrao7889 4 года назад

    wind load calculation for sheds too

  • @ramavathpandu5068
    @ramavathpandu5068 4 месяца назад

    Mam thankyou ❤❤

  • @priyanksrivastava6141
    @priyanksrivastava6141 6 лет назад

    maam you made 8 lumped masses but here you are considering only 7 stories why??

  • @gowthamranganathan8981
    @gowthamranganathan8981 4 года назад

    thank you

  • @shubhankav
    @shubhankav 5 лет назад

    How did you find Q???

    • @cwillstructures
      @cwillstructures  5 лет назад

      You can find one formula from code 1893 and I have also mentioned that formula in video

    • @cocgaming5288
      @cocgaming5288 5 лет назад

      Mam why all storey sesmic weight is same...

    • @josephoyek6574
      @josephoyek6574 4 года назад

      @@cwillstructures If the final base shear is 2561. Will this be equally divided between all the columns? Or will some columns experience more shear than others?

  • @googlespace1392
    @googlespace1392 6 лет назад

    Plz ..make on finite element analysis....i will be very thankful to u...

  • @an_kit_2025
    @an_kit_2025 Год назад

    👏👏👏🙏

  • @AmjadKhan-ci7sd
    @AmjadKhan-ci7sd 5 лет назад

    nice