How to Calculate Short Term and Long Term Deflection in a RCC Beam as per IS 456-2000 Provisions

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  • เผยแพร่เมื่อ 6 ก.ย. 2024
  • This video provides detailed calculations of short term deflection and long term deflections in a RCC beam.
    Long Term Deflections are divided into 3 types
    1) Deflection due to Shrinkage
    2) Deflection due to creep under permanent loads
    3) Deflection due to temperature.
    All IS 456-2000 provisions are followed to solve the deflections.
    The beam is cantilever beam carrying UDL and total deflection has been calculated.
    The video was requested by channel member Mr. Rakshit Venkatesh from Mysore.
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    #shorttermdeflections #longtermdeflections #cantileverbeamdeflection #rccbeam

ความคิดเห็น • 27

  • @ismailishu
    @ismailishu 3 ปีที่แล้ว +2

    Sir pls upload the video of limit state serviceability cracking 🙏

  • @ameenasherin8341
    @ameenasherin8341 3 ปีที่แล้ว +2

    Hello Sir, Please do a video on Design of Staircases and Column as soon as possible.

  • @chetansmemecircle9888
    @chetansmemecircle9888 3 ปีที่แล้ว +1

    Thank you sir 👍🙏

  • @raghavans619
    @raghavans619 2 ปีที่แล้ว

    Sir what about check in slabs for creep

  • @srinitom6316
    @srinitom6316 11 หลายเดือนก่อน +1

    What is the book you used and author name?

    • @structuralanalysisanddesign
      @structuralanalysisanddesign  11 หลายเดือนก่อน

      Limit state design of reinforced concrete by B.C.Punmia, an excellent RCC book for reference

  • @bheemaabhinav7941
    @bheemaabhinav7941 2 ปีที่แล้ว

    Thank you so much 🙏🏽
    When given UDL loan as 15kN/m
    Do we need to multiply it with factor of safety 1.5 for calculating max bending moment ?

  • @ayusheetiwari6961
    @ayusheetiwari6961 3 ปีที่แล้ว

    Ieff used in short term deflection due to permanent load should be according to max BM due to permanent load and not simply max bM right????

  • @surinderghurdora8537
    @surinderghurdora8537 11 หลายเดือนก่อน +1

    Thnq so much sir

  • @skkjgff6130
    @skkjgff6130 ปีที่แล้ว +1

    Thanks alot

  • @MuthanandPandian
    @MuthanandPandian 2 ปีที่แล้ว

    Thank you

  • @rahulghebballi5021
    @rahulghebballi5021 3 ปีที่แล้ว +2

    super explanation

  • @vijaybhasker2928
    @vijaybhasker2928 2 ปีที่แล้ว

    sir please make design of slender column

  • @elakantichendu6417
    @elakantichendu6417 2 ปีที่แล้ว

    I effective for ai permanent is 3.3 x 10power 9,we have to replace M with Mc' in I effective equation

  • @snehalatagudadinni98
    @snehalatagudadinni98 3 ปีที่แล้ว

    What about long term deflections??

  • @sureshkumar-ji5kn
    @sureshkumar-ji5kn 2 ปีที่แล้ว

    What is book and author name used in this video ?

  • @ashwin8063
    @ashwin8063 3 ปีที่แล้ว +1

    Thank u so much sir.can u do the deflection and cracks width calculation of slab too.

    • @structuralanalysisanddesign
      @structuralanalysisanddesign  3 ปีที่แล้ว +1

      Slab deflection today only uploaded, crack width i will try next month, keep watching and keep sharing

    • @ashwin8063
      @ashwin8063 3 ปีที่แล้ว

      @@structuralanalysisanddesign Thank u sir.

  • @serzaminkhan5331
    @serzaminkhan5331 3 ปีที่แล้ว

    Sir can you solve a problem for me please

  • @ismailishu
    @ismailishu 3 ปีที่แล้ว +1

    Problem

  • @rgagandeep6204
    @rgagandeep6204 3 ปีที่แล้ว +1

    First View