Design of Eccentric Footing Part-2| Shear checks with Reinforcement of footing | Civil Engineering
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- čas přidán 9. 09. 2024
- As we know a column subjected with not only axial force but with moments also. When a column is subjected with Uni-axial or Bi-axial moment along with axial forces he foundation for that column will be eccentric Foundation.
Here is the second part of design of eccentric isolated column footing. In this part we will learn one way shear check and two way shear check. Also provide reinforcement details.
In part one we have already discuss about size of footing
Design of Eccentric Footing Part 1: • Design of Eccentric F...
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Excellent... Video... Appriciating your hard work... Tq madam....
thank you mum for the great work of kindness...we appreciate your efforts.
U can see this complete manual designs in dr.v.l shah& dr. S.r karve textbook ( illustrated design of reinforced concrete buildings)
i am very happy & Understand the footing design by watching this video
Thnq so much mam really u r doing great job ,almighty will bless u
Nice educational video, I appreciate your hard work for this. I have a doubt regarding the maximum spacing of the main reinforcement in footing. In this video you have given a reference of table 15 for max. spacing, but I think it is restricted for tension reinforcement in beam and column only. For footing the main reinforcement spacing is 3*deff or 450mm whichever is less. Kindly correct me if it is not relevant.
NICELY EXPLAINED
Please do video on shear wall
Very good explanation madam.
Dear madam
I request you to upload more videos about structural analysis & design & also DSS industrial roof truss as per IS code recommendation if you get free times
Nice Explainstion, Madam
Excellent work. You need to provide min reinforcement in 2 direction at the top due to thermal cracking. Could please calculate how much reinforcement required to prevent cracking. Sometime reinforcement due to thermal cracking is more critical than the reinforcement due to bending! For top reinforcement you could use mesh. Thank you for all your work!
Thank you sir
Sure I will keep in mind ur suggestions
Love u mam😍😘
Is it necessary to provide strip beam connecting eccentric footing and adjacent one?
What about the top mesh
Instead of triangular calculation method, take average of pmax and pmin
Why multiplied by 50 for Pt?please explain.
Nice, what about shoe footing ...
I have a question.
I design the footing in same procedure as shown, while placing the Footing concentrically with column, if the Footing is going outside property line , then what's Needed to be done?
It becomes eccentric footing
Mam i am from tamil nadu..
I proposed to construction my
Own 866 sqfeet ...G+1 house
Mam....i approach so many civil engenier..for sturial drawing....all civil eng ask full
Conduruct work....no one ready to draw sturial drawing...mam we are middle class people...what can we do ? Realty in feild mam
....i am ready to pay...but no one ready to draw sturial drawing mam...
In our country somany talanted civil youth....there is
Huge distance between people & youth civil enge
Mam soil test is important or not ?
Mam you know everything headsoff to u?
Mam you did not design eccentric footing please design eccentric area footing and find reaction and draw sfd and bm
Not eccentric footing, concentrated footing
at the time of checking two way shear A to B distance=734mm why =300+d/2+d/2=734, why we no use 300+d=734 why two times d/2 used
u dont know what is eccentric footing