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How you have taken the b value sir

sir the column size of column B is 0.5 x 0.5, while calculating bo you have taken 0.4 instead of 0.5 (while checking for effective depth for punching shear)

Repeated notation makes confusion

Sir ye side distance 0.35 or 0.9 kaise liye

Hello sir, you haven’t upload lecture 8. Could you please upload to complete solution.

Good information

Where is part 2 of this video..

X bar value will be 3.67 m from A If not then Sigma M about a or b won't equalise

very useful video 👌 it solved all my queries with ease

Nyc explanation sir ❤❤❤❤

Sir net upward pressure mein load ko factor krte hai 1.5 se vo kyu nahi kra isme?

Punching shear calculation is wrong

Solution dekh ke me bhi reading kar sakta hu

Nice

Sir d is coming 814 mm from punching shear check

From which book you took these questions sir, plz tell 🙏

Nice

step by step neatly and clearly explain karna,explanation is gd but taking values should be clearly explain karro

Thank u sir

Nice thank you...

How shear reinforcement is provided in Foundation. Please do explain

Sir I have query about this question can you mail me at rankawat.bhr@gmail.com So that I can clear it

what if the 2nd point of contra flexure exceeds the length of footing we provided? Can it happen? shoul we reconsider the length?

Sir how to design if there is a rectangular columns and they are not oriented in one direction (one col is horizontal and another is vertical) ...plz tell how to design such type.

Osm sir

Sir please upload the reinforcement detailing diagram

How to provide steel in footing practically ? Please draw a plan and cross section of the footing!

Sir please one calculation find out.ms ingots ka question hai.find out wight

500+700=1200

Sir send notes of degin of combinde rectangular footing plz send sir

Hello sir , your explanation is very good. Pls also explains design combined footing with strap beam with numrical example.

Sir ji,your explanations just *Kamaal kar ditta* awesome sir

10.54 sf at outer face x=a=.85 how it comes ?

RCC design by Limit State Methods....B.C Punmia

drive.google.com/file/d/1fB_z42O6DtNLTuYsmeKszB0GgoJD5yeY/view?usp=drivesdk

TRANSVERSE REINFORCEMENT DESIGN

Sir, Practical not possible to provided shear reinforcement in foundation , we must check the Depth of foundation or to increase depth as per codes to varify shear check , presentation is good , require more about shear check , bending moment is ok Thank you need detailing of steel.

Sir, For Finding point of Contra flexure where bending moment changes its sign , after solving quadratic equation , Getting two values 1) x1 =0.081m and x2 = 3.085 m, then Moment calculated values is right =-360.56(KNM) When x1=0.081 m

Great presentation. Well delivered. Thank you very much Sir. We need more of your tutorials.

SHEAR FORCE AT INNER EDGE OF COLUMN B ,F3=-219-(273X1/2(2.5-0.4)=-506 KN, UPWARD PRESSURE FOR SHEAR FORCE SIGN WILL BE NEGATIVE

sir require next part for design and detailing

Upload 5th video

ruclips.net/video/3S_Ed4Wdza4/видео.html

Sir , Moment calculation width considered 2.4 m , it should be 1 m ?

Whatever the value of BM across the footing, shall we always take the depth of strap beam on the basis of the Moment on the Edge of Eccentric Footing?

sir, For finding cg of foundation , easier method of find reference axis from y to find cg x, BEST EXPLANATION

i got clear idea for T beam as per explanation .

sir shear check d parameter also to be check BS code

however moment calculated 721.5kn-m hogging moment at edge D , Reinforcement to provided on top in section. sir.

sir require next part part 5 , not available