Design of Combined Rectangular Footing Part 2 | Check for 1 Way Shear | Reinforcement in Footing

  Рет қаралды 21,689

All About Structural Analysis and Design

All About Structural Analysis and Design

2 жыл бұрын

This video is the part 2 of design of combined rectangular footing, in this video reinforcement calculation in longitudinal as well as transverse direction is shown in detail, further, check for one way shear is also shown with calculations. Drafting or detailing of combined rectangular footing is shown and explained with whatever calculations we have got while designing the problem.
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Пікірлер: 31
@ambedkarkrnitian2879
@ambedkarkrnitian2879 Жыл бұрын
Love you so much sir .... Literally it's helpful.. ye same question mera college me har bar aata hai
@jerrysmith9780
@jerrysmith9780 2 жыл бұрын
Thank you for taking the time to share your knowledge. It is immensely helpful.
@structuralanalysisanddesign
@structuralanalysisanddesign 2 жыл бұрын
You're very welcome! I am happy our videos are helping you, keep watching and sharing
@nidhisunkari2171
@nidhisunkari2171 Жыл бұрын
Thank you very much sir.🙏
@omprakash-ui5cq
@omprakash-ui5cq Жыл бұрын
Very good and like ur teaching, if you will provide pile cap design it is very useful
@vijaybhasker2928
@vijaybhasker2928 2 жыл бұрын
wish you happy pongal sir
@structuralanalysisanddesign
@structuralanalysisanddesign 2 жыл бұрын
Thank you for the wishes, Happy Pongal to you
@Leo_Rocky_Rolex
@Leo_Rocky_Rolex 2 жыл бұрын
Very nice explanation sir 😇
@structuralanalysisanddesign
@structuralanalysisanddesign 2 жыл бұрын
Thanks and welcome
@Leo_Rocky_Rolex
@Leo_Rocky_Rolex 2 жыл бұрын
@@structuralanalysisanddesign sir please make a video on Distribution of load from beam, slab, wall on column.
@engineersfield9018
@engineersfield9018 2 жыл бұрын
Tq soo much sir
@structuralanalysisanddesign
@structuralanalysisanddesign 2 жыл бұрын
Welcome, all the best
@sirumoongilinthiramai1828
@sirumoongilinthiramai1828 Жыл бұрын
Sir in calculating transverse reinforcement moment portion I think there is a mistake pls check this once sir because pressure and length kn/M2 x M2 = kN only will come but here knM is coming. In that formula u missed to convert pressure to kn/m sir. Please correct me if I am wrong
@ramprasath8330
@ramprasath8330 2 жыл бұрын
Sir can you make a videos for under ground rectangular water tank design?
@pradipchkalita2441
@pradipchkalita2441 2 жыл бұрын
The reinforcement drwg is to be better if it is drawn in computer or proper lining with dot pen. Otherwise it is good and more visible. Thanks
@ppdnd1253
@ppdnd1253 Жыл бұрын
In top reinforcement, is it possible rebar arrangement without Temperature and shrinkage bar?
@vijaybhasker2928
@vijaybhasker2928 2 жыл бұрын
hello sir! iam requesting you to make a video on design of slender column if possible. it will helps me alot. by the way..iam very Thankfull to you for uploading design of combined footings.
@vijaybhasker2928
@vijaybhasker2928 2 жыл бұрын
Evening sir, iam requesting kindly to upload design of slender column . thank you
@akshaywawge9435
@akshaywawge9435 2 жыл бұрын
Sir Can you Teach Manual Design of Pile cap & Pile Foundation & Finally Base Plate Design
@structuralanalysisanddesign
@structuralanalysisanddesign 2 жыл бұрын
I will try for it
@RakeshKumar-ef4ko
@RakeshKumar-ef4ko 2 жыл бұрын
hi sir. For one way shear critical dimensions How 190 has came sir.
@puskalkunwar4270
@puskalkunwar4270 2 жыл бұрын
Sir 25mm dia meter used or not
@kundhaganesh9920
@kundhaganesh9920 10 ай бұрын
Sir why you didn't provide transverse reinforcement at top mat
@gowthamb2109
@gowthamb2109 2 жыл бұрын
Sir can u upload manual design for underground sump
@structuralanalysisanddesign
@structuralanalysisanddesign 2 жыл бұрын
Will try
@narayan1687
@narayan1687 2 жыл бұрын
Sir please solve problems on design of dog legged staircase......
@structuralanalysisanddesign
@structuralanalysisanddesign 2 жыл бұрын
Uploaded, kindly check the video
@hirakkumarbasu5467
@hirakkumarbasu5467 Жыл бұрын
you have missed a second 340 to multiply in Ast formula
@rshed12345
@rshed12345 6 ай бұрын
CALCULATION OF transverse BENDING MOMENT IS MAY BE WRONG..... IF P'o IS IN KN/M^2, THEN HOW BM AT COLUMN FACE IS IN KN-M?????
@anshulsahu4681
@anshulsahu4681 2 ай бұрын
33:30 how B = 1000
@structuralanalysisanddesign
@structuralanalysisanddesign 2 ай бұрын
It is designed as slab and slab will be designed for per meter width
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