How to Use SP-16 bending Charts for Design of Uni- axial and Bi-axial Column ?

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  • Опубликовано: 21 дек 2024

Комментарии • 30

  • @dadajulius6489
    @dadajulius6489 4 года назад +5

    Honestly, I have learnt a lot from you Madam! I graduated from the University many years ago and I just decided to go back to University to do my Masters Degree Program. I have used your videos that lecture on various topics to refresh my memory. Infact I understand many things much better than when I was doing my first degree in Civil Engineering many years ago. Thank you very much! God bless you Madam.🙏🏾😇

  • @anynomususer4513
    @anynomususer4513 4 года назад +1

    You are like a personal trainer mam...in normal other videos people will overlook the problems like this how to see sp16 charts...but u are clearly explaining with a seperate video thank you so much mam PLEASE CAN YOU DO SOME MANUAL DESIGN VIDEOS ON PILE FOUNDATION

  • @brjangid3088
    @brjangid3088 Год назад +1

    Excellent Explanation

  • @modmma7169
    @modmma7169 4 года назад +3

    Your work is appreciable, thanks for all the videos, i have learned a lot from you.

  • @grimquokka9843
    @grimquokka9843 8 месяцев назад

    thanks for the basic level explanation, thanks again for the efforts madam

  • @aashishchhatani2905
    @aashishchhatani2905 2 года назад +1

    I REALLY WANA THANK YOU MAM LEARNED A LOT FROM YOUR VIDEO THANKS THANKS

  • @vishwajitkhandare5795
    @vishwajitkhandare5795 Год назад +1

    Excellent explanation, thanks mam 🎉

  • @Dipika-b3x
    @Dipika-b3x 2 года назад +1

    Thank u so much mam this video is so helped me

  • @rpg6197
    @rpg6197 Год назад +1

    Thank you ma'am 🙇🙇🙇

  • @ch.427
    @ch.427 3 года назад +1

    madam you are doing absolutely great , million thanks

  • @skkhaleel2356
    @skkhaleel2356 3 года назад +1

    U r explanation nd voice 🔥🔥

  • @oneilramsingh9596
    @oneilramsingh9596 4 года назад +2

    Please do a pile foundation design inclusive of pile cap, thanks! keep up the good work with god blessings!

  • @gajendravarma432
    @gajendravarma432 3 года назад +1

    Nice explanation mam

  • @NathanArega
    @NathanArega 2 месяца назад

    Nice description at many of your dectation....IF you have pdf file it will be more better.

  • @vijaybhasker2928
    @vijaybhasker2928 4 года назад +1

    hai madam , i need design of slabs using sp 16 and is 456

  • @aweskhan4042
    @aweskhan4042 4 года назад +1

    Found helpful 😆👌. Thanks

  • @modmma7169
    @modmma7169 4 года назад +1

    Please upload Pile cap design

  • @Structure0156
    @Structure0156 3 года назад

    How to find factored moment ?

  • @ullasnarayan
    @ullasnarayan 4 года назад

    How to calculate if we know only p/Fck and have to calculate Pu and Mu?

    • @ChandanDas-de6cv
      @ChandanDas-de6cv 2 года назад

      if you have the size of the column, fck & fy then use the formula as per IS-456_Cl No. 39.3

  • @sathyaraji1120
    @sathyaraji1120 3 года назад

    I want steel column design

  • @erhasan6055
    @erhasan6055 4 года назад

    How to find moment in column... #ask..

  • @pranavjain298
    @pranavjain298 4 года назад

    Good

  • @tanveeralam7963
    @tanveeralam7963 4 года назад

    Thanqs Mam ,I am understood

  • @rohansheshadri6140
    @rohansheshadri6140 2 года назад

    True goddess 😇

  • @omarbhati5038
    @omarbhati5038 4 года назад

    I seriously doubt the use of chart in case of finding Mu*fck*b*d² when p/fck*b*d & p/fck is known..
    Kindly do some research again... Becoz that p/fck value is based on curves and not linear in nature . U have to follow the trajectory of curve touching the X-axis. To find Mu*fck*b*d².
    Also see page no. 105 of sp-16. They have used chart 44 in the solved example . For this...

    • @shahidali-zy2bw
      @shahidali-zy2bw 3 года назад

      Salam brother

    • @shahidali-zy2bw
      @shahidali-zy2bw 3 года назад

      do you have strength interaction diagram spread sheet

    • @omarbhati5038
      @omarbhati5038 3 года назад

      @@shahidali-zy2bw no bro. I don't have Excel sheet for that .