Part 34 : Master Beam Detailing as per IS 13920:2016🔥

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  • Опубликовано: 27 окт 2024

Комментарии • 24

  • @sanjaysaxena270
    @sanjaysaxena270 2 года назад +3

    your way of explaining is very good , i must say that you are the best for learning staad pro connect.i have subscribed your channel since last one year with other channels also , but you are the best.i want following from you
    1. solve this prob with dynamic analysis also
    2.RCDC
    3. pl provide final staad file.
    4. excel file for beam

  • @_koshur
    @_koshur 9 месяцев назад +2

    I must say your content is definitely the best for fresher with complete references of is codes.
    Your channel deserve the 5 star rating.

  • @griflettis2061
    @griflettis2061 2 года назад +2

    Kindly proceed for response spectrum analysis, your videos are much helpful and easy to understand.Thank you

  • @phaneendrakumar99
    @phaneendrakumar99 2 года назад +4

    Please do & complete this series as soon as possible...we are waiting for your videos......if possible
    and do one Steel structures real project & rcdc

  • @7framesstudio292
    @7framesstudio292 Год назад +2

    Sir kindly complete the sessions we are waiting from last 8 month and please start live sessions for interaction and doubts..

  • @neerajsharma5580
    @neerajsharma5580 2 года назад +1

    Best content!!
    Please introduce RCDC in this course and different structures with foundation design.

  • @Allinone-st3vp
    @Allinone-st3vp Год назад +1

    Please upload further videos like dynamic analysis

  • @abdullahiahmedmohamed3925
    @abdullahiahmedmohamed3925 2 года назад +1

    Dear sir what about other str.member's details like coulmn, foundation, slab, retaining wall

  • @vikasrathod9539
    @vikasrathod9539 2 года назад +1

    Very nice explain on this lecture
    I will waiting for next lecture sir👍👍

  • @kromatism
    @kromatism Год назад +1

    I THINK This is imcomplete.. important 13920 GUIDE line is missing.. thre will be some extra shear force to be added considering beam as simply supported.. once if u include that then only stirrups detailing is complet as per is13920..

  • @soumyadipchakraborty1632
    @soumyadipchakraborty1632 2 года назад +1

    dear sir kindly make a video on " why sometimes we are unable to apply floor loads on every floors? how to solve the error??

  • @ExplainerDido
    @ExplainerDido Год назад

    I would like to learn more . Is there any way i can contact you

  • @sahil11071214
    @sahil11071214 2 года назад +2

    Pls make video on raft foundation design

  • @krunalsinhgohil2461
    @krunalsinhgohil2461 Год назад +1

    Sir please make further videos

  • @vasubhadania
    @vasubhadania Год назад

    in staad even after creating groups i am not able to use them properly in loads....
    please let me know how to resolve that

    • @simplystructural8424
      @simplystructural8424  Год назад +1

      What problem are you facing?

    • @vasubhadania
      @vasubhadania Год назад

      @@simplystructural8424 i have a staad file if you could send me your mail id i can send you the file......
      I have made groups for many entities including slabs, voids etc..... But while i am checking assigned loads i am not able to load certain items of the created group.....

  • @phaneendrakumar99
    @phaneendrakumar99 2 года назад

    Next video?

  • @jajjohn6771
    @jajjohn6771 2 года назад +1

    Kindly make column detailing also

  • @architect_dev1
    @architect_dev1 7 месяцев назад

    Can u provide Excel file of this vid

  • @15vatsaljoshi42
    @15vatsaljoshi42 Год назад

    Single bar in tension zone is not practical

  • @ritwickchoudhuri4819
    @ritwickchoudhuri4819 5 месяцев назад

    Excel sheet ta dijiye