CSI SAFE - 16 Isolated Footing Design with verification
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- เผยแพร่เมื่อ 18 พ.ย. 2017
- In this video, Analysis, Design and Detailing of ISOLATED FOOTING is shown in detail with FEM and Strip Method.
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Good video, really helpful to someone new to design spread footings in SAFE!
After watching this, i got the whole idea. Hats off.
Thank you so much for this video, I didn't know the importance of the strip method until i saw this video
You are welcome and thank you for appreciation.
Thanks for the effort to share your knowledge with us Mr Hussain. I appriciate it.
Welcome
.. And thanks for your appreciative feedback..
thank you
You are welcome .... and thanks for your valuable feedback
Sir please upload video regarding design of pile cap with multiple columns
Thanks, Dear i am currently working on Primavera P6 Software, after that i will consider it.
nice. Plz give Combined Footing Tutorial.
Dear I will make the tutorial on combined footing soon and will upload.................
Dear i have made the Combined footing Tutorial on CSI SAFE, Please go to this link. th-cam.com/video/OBRNfG4byH8/w-d-xo.html
Soil pressure is checked for service load....
Yes. Soil pressure is checked against Service load (1D+1L). Because we have already used much bigger factor for material side (I mean for soil)...........(soil bearing capacity divided by 3.)
Sir why bearing pressure of soil is only checked for DL and not Live load.....It should be checked for both of them na??
It should be checked with both
Sir, if the bar size is restricted in designing like if we have to use #8 bar, then how could we set that in SAFE ?
When we see in design in safe...for reinforcement...
We can select#8 bar with desired spacing....
Here is the full course link on CSI SAFE
th-cam.com/play/PL0h14oMuZXQ6l-O7aqF0hYsZbyJ7eFt1H.html
See another video... You will get the idea.
In a complete project, if the footings are directly assigned to the columns, the stiff portion is still necessary to be assigned to the footings ?
It is because... We design the footing with... Moment at the face of the support...
I mean the loads and moments directly will be transfered from the columns to the footings,and the footing will be design for that loads and moments, so why we still need to assign stiff to the footings ??
Please check the moments ... with or without stiff element ... you will understand the difference
Please bro provide a tutorial on how to design isolated footings in a complete project not as a single element, I mean a building with all elements( beams, columns, slabs, and footings)
Jazakallah...
@@civilengineeringwitharas4776 Here is the full course link on CSI ETABS
th-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
And
Here is the full course link on CSI SAFE
th-cam.com/play/PL0h14oMuZXQ6l-O7aqF0hYsZbyJ7eFt1H.html
Why is my punching shear not showing any result? Thanks.
Footing with beams....
It will not show...
2nd if you didn't define...
Laod Shear area...
Still It will also not show
@@civilmdc Thank you!
Sir my 2nd question is, How to verify CSI SAFE checked for one way shear for my footing?
Perform manual calculations and then compare with safe.
why not u using impose minimum reinforcing option
Dear, it is compulsory to impose minimum reinforcement option...... i am demonstrating how reinforcement come against moments.... In further lectures, i have cleared it is mandatory.
@@civilmdc thanxs.
plzs. shear wall design with boundary zone
@@frsaj7396 Dear i will definitely cover in the CSI ETABS ourse : th-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
Sir you forgot to change the elasticity of the concrete
Yes you are right that is must...to change... By 57000 sqrt(fc').. Thanks for informing