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

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All About Structural Analysis and Design

All About Structural Analysis and Design

Күн бұрын

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

Пікірлер: 27
@chetansmemecircle9888
@chetansmemecircle9888 3 жыл бұрын
Thank you sir 👍🙏
@ismailishu
@ismailishu 3 жыл бұрын
Sir pls upload the video of limit state serviceability cracking 🙏
@rahulghebballi5021
@rahulghebballi5021 3 жыл бұрын
super explanation
@structuralanalysisanddesign
@structuralanalysisanddesign 3 жыл бұрын
Thank you so much 🙂 keep watching and keep supporting
@surinderghurdora8537
@surinderghurdora8537 Жыл бұрын
Thnq so much sir
@structuralanalysisanddesign
@structuralanalysisanddesign Жыл бұрын
Most welcome, all the best
@ameenasherin8341
@ameenasherin8341 3 жыл бұрын
Hello Sir, Please do a video on Design of Staircases and Column as soon as possible.
@structuralanalysisanddesign
@structuralanalysisanddesign 3 жыл бұрын
Columns already uploaded
@skkjgff6130
@skkjgff6130 Жыл бұрын
Thanks alot
@structuralanalysisanddesign
@structuralanalysisanddesign Жыл бұрын
Welcome
@bheemaabhinav7941
@bheemaabhinav7941 2 жыл бұрын
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 ?
@MuthanandPandian
@MuthanandPandian 2 жыл бұрын
Thank you
@raghavans619
@raghavans619 2 жыл бұрын
Sir what about check in slabs for creep
@ayusheetiwari6961
@ayusheetiwari6961 3 жыл бұрын
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????
@vijaybhasker2928
@vijaybhasker2928 2 жыл бұрын
sir please make design of slender column
@elakantichendu6417
@elakantichendu6417 2 жыл бұрын
I effective for ai permanent is 3.3 x 10power 9,we have to replace M with Mc' in I effective equation
@ashwin8063
@ashwin8063 3 жыл бұрын
Thank u so much sir.can u do the deflection and cracks width calculation of slab too.
@structuralanalysisanddesign
@structuralanalysisanddesign 3 жыл бұрын
Slab deflection today only uploaded, crack width i will try next month, keep watching and keep sharing
@ashwin8063
@ashwin8063 3 жыл бұрын
@@structuralanalysisanddesign Thank u sir.
@snehalatagudadinni98
@snehalatagudadinni98 3 жыл бұрын
What about long term deflections??
@sureshkumar-ji5kn
@sureshkumar-ji5kn 2 жыл бұрын
What is book and author name used in this video ?
@srinitom6316
@srinitom6316 Жыл бұрын
What is the book you used and author name?
@structuralanalysisanddesign
@structuralanalysisanddesign Жыл бұрын
Limit state design of reinforced concrete by B.C.Punmia, an excellent RCC book for reference
@serzaminkhan5331
@serzaminkhan5331 3 жыл бұрын
Sir can you solve a problem for me please
@ismailishu
@ismailishu 3 жыл бұрын
Problem
@rgagandeep6204
@rgagandeep6204 3 жыл бұрын
First View
@structuralanalysisanddesign
@structuralanalysisanddesign 3 жыл бұрын
Thank you so much Gagan
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