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

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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[@jerrysmith9780]

Thank you for taking the time to share your knowledge. It is immensely helpful.

[@structuralanalysisanddesign]

You're very welcome! I am happy our videos are helping you, keep watching and sharing

[@ambedkarkrnitian2879]

Love you so much sir .... Literally it's helpful.. ye same question mera college me har bar aata hai

[@nidhisunkari2171]

Thank you very much sir.🙏

[@sirumoongilinthiramai1828]

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

[@omprakash-ui5cq]

Very good and like ur teaching, if you will provide pile cap design it is very useful

[@vijaybhasker2928]

wish you happy pongal sir

[@structuralanalysisanddesign]

Thank you for the wishes, Happy Pongal to you

[@Leo_Rocky_Rolex]

Very nice explanation sir 😇

[@structuralanalysisanddesign]

Thanks and welcome

[@Leo_Rocky_Rolex]

@@structuralanalysisanddesign sir please make a video on Distribution of load from beam, slab, wall on column.

[@ramprasath8330]

Sir can you make a videos for under ground rectangular water tank design?

[@ppdnd1253]

In top reinforcement, is it possible rebar arrangement without Temperature and shrinkage bar?

[@engineersfield9018]

Tq soo much sir

[@structuralanalysisanddesign]

Welcome, all the best

[@pradipchkalita2441]

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

[@kundhaganesh9920]

Sir why you didn't provide transverse reinforcement at top mat

[@puskalkunwar4270]

Sir 25mm dia meter used or not

[@RakeshKumar-ef4ko]

hi sir. For one way shear critical dimensions How 190 has came sir.

[@vijaybhasker2928]

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]

Evening sir, iam requesting kindly to upload design of slender column . thank you

[@akshaywawge9435]

Sir Can you Teach Manual Design of Pile cap & Pile Foundation & Finally Base Plate Design

[@structuralanalysisanddesign]

I will try for it

[@gowthamb2109]

Sir can u upload manual design for underground sump

[@structuralanalysisanddesign]

Will try

[@narayan1687]

Sir please solve problems on design of dog legged staircase......

[@structuralanalysisanddesign]

Uploaded, kindly check the video

[@hirakkumarbasu5467]

you have missed a second 340 to multiply in Ast formula

[@rshed12345]

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]

33:30 how B = 1000

[@structuralanalysisanddesign]

It is designed as slab and slab will be designed for per meter width