Complete RCC footing design by manual method as per IS 456-2000 code | Building design | civil |
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- Опубликовано: 13 сен 2024
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In this Video lecture you are able to learn about Complete foundation design by manual method as per IS 456-2000 code | Building design | civil |
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Much better and helpful ❤
Glad it was helpful!
LOVED IT
Thank You
Great tutorial. please keep up the good work.
Thank you!
Dear Gentle man, thanks a lot for your valuable design analysis for isolalated footing, thank you very much for you and your guidance.
Good one, well explained
Thank you 🙂
Thank you so much Sir
Most welcome
Dear Sir, In 2 way shear check we have punching shear (Vc2) > two-way shear (Vu2). So do we need to revise the depth of footing in current situation ?
@@ashishjagzap1739 yes...
Yes
Awesome brother..❤️❤️✌️✌️
Can you please make video on Solar structure design and wind analysis...
It will be great help...!!
Thanks in Advance..❤️❤️
Yes Sir please make on it along with board hoardings also
hi video is very useful, from where do u take all formulas ga.../
Sir , how we can decide the depth of foundation from ground level ?
it will depends upon dimensions of the building, height of building and types of loads
Please make video on eccentric footing design
For rectangular footing there are different columns dimensions like 230x400 then what should be the value of C1(column dimensions)??
Rectangular footing ku podunga bro
Area of footing is selected on the basis of service load and not factored load as per my knowledge! Kindly check and revert back !
We use factored load only for design of reinforcement
Yes in the design also I used factored load only
I can't solve the Ast value which 2951.4 mm2
Can you help me?
How do I selected the choice of which type of Footing to be used from Isolated pad and Isolated sloped footing?
It depends on soil capacity and building load
sir how did you take pt as 0.25 , i looked table 19 and i didnt understand
My query too
Bo kaise nikale