[@idtv3871]

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)

[@SuprithMadiwalar]

How you have taken the b value sir

[@mdsajid-mq2cm]

Sir Very nice explanation, Requesting for steel provision as per design in combined Foundation for , Main Steel and Transverse steel in detailes drawings.requesting
Strap Foundation design and stair design provide the vidoes

[@ishamehndiart1615]

Sir ye side distance 0.35 or 0.9 kaise liye

[@mdsajid-mq2cm]

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

[@SatnamSingh-yw7bc]

Writing Mistake... Considered

[@eager_earth99]

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

[@SatnamSingh-yw7bc]

This is upto you k jbb load calculations kr rahe ho ussi time multiply krdo 1.5 se ya jbb moment analysis krna hai tbb krdo.
In this video 1.5 se multiply moment analysis k time Kiya Hua hai

[@Nawazkhan-bm3cs]

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

[@SatnamSingh-yw7bc]

Will share it soon

[@baskarkuppusamy2627]

Nice thank you...

[@mdsajid-mq2cm]

please add also BS code parameter

[@adityareddy6888]

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

[@hemantshakya7696]

Nice

[@prasannraj548]

Sir please upload the reinforcement detailing diagram

[@mdsajid-mq2cm]

TRANSVERSE REINFORCEMENT DESIGN

[@yogeshgaonkar8378]

500+700=1200

[@SatnamSingh-yw7bc]

Self weight of footing should be added which may vary 10% to 20% of axial or service load....thanks