Isolated Footing Design In SAFE | Design Analysis Of Footing | SAFE Tutorial For Foundation Design
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- เผยแพร่เมื่อ 30 ก.ย. 2020
- Step by step illustration of design and analysis of Isolated Footing in SAFE 2016 software. It includes various steps :-
- Defining of materials
- Defining slab properties
- Defining soil properties
- Defining load patterns etc..
- Assigning of loads
- Drawing footing
-Assigning soil subgrade modulus
-Drawing design strips
- Checking Deform Shape
- Checking Soil Pressure
- Checking Punching Shear Ratio
- Detail design of slab rebar
- Run detail
Please watch the full video that you can clearly understand how to model, analyze and design the isolated footing in SAFE.
This tutorial video is very easy to understand for beginners as well.
If you have any questions then comment it i will reply .
By watching this video we can have a knowledge about:
- Modelling Of Isolated Footing in SAFE
- Isolated Footing Design In SAFE
- SAFE Tutorial On Isolated Footing Design
- Design Analysis Of Footing
- SAFE Tutorial For Foundation Design
#SAFE_tutorials_#design_and_analysis_of_Isolated_Footing_#Please_SUBSCRIBE
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Disclaimer:
This video tutorial is only for educational purpose. It is not for promotional purpose of any kind of software and we are not using these software for any commercial or business purpose. All contents of the video is copyrighted to Civil Engineering Globe. Downloading, modifying, copying and reuse of the contents of the video is strictly prohibited.
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wonderful explanation.
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You're a fantastic instructor. Thanks
Thank you so much. You are doing a great job.
Superb teaching thanks 🙏🙏
easy to understand. Excellent tutorial than others . Hope can provide for combined footing and pile cap design.
Very good helpful tutorial
thank you so much, wish you good heath
Good job,,, Thanks alot
Thank you very much
nice tutorial GURU
If the punching shear is more than 1, can detailed bar reinforcement still be carried out?
👌
I really liked your tutorial in the next tutorial can you show us how to design combined footings
Thank you for your support, hope that will be uploaded in near future
Sir Please upload combined footing design
Nice explaination
Nice video
simple explanation. pls explain eccentric footing also sir. and how to resize the footing if failure accrues.
you can either increase size or depth of footing
SIR HOW TO IMPORT LOAD AS POINT LOAD WHICH GIVEN BY ETABS OR IF WE TAKE DIRECTLY SHEAR FORCE FROM ETABS IS THAT WORK
🙏
Nice
Hi, sir thank you. Kindly make video how to design report taken..
Pls. Clarify my doubt about the following.
While assigning load gravity I.e z +400 , not _ 400
Moreover what about load combination that is ultimate load.
Thxs .
Expecting your reply.
Generally while designing isolated footing we don't need top reinforcement (thickness less than 1m) but in SAFE we always need top reinforcement please explain why this happens.....!?
I is good explanation about footing design sir, the question here isfooting result of punching shear ratios are N/C so is that safe or not?
Can we provide pedestal with footing.
I drew only the grid of the building and i drew only one type of footing with same load condition in different grid point. Their displacement, bearing pressure is exactly same, but the slab design is totally different. HOW???
Hlw sir..I was doing the same I was following you..but during the "Run Analysis and design" step, it is saying like this-
"Error number 9-
Index was outside the bounds of the array"
Plz help me..What should I do?
I am unable to design the footing..plz help me
How to make number or reinforcement equal on both sides of footing?
Dai please make video on how the load distribute in load bearing wall and how these foundation is designed?
how did you calculate loads? I have worked on etabs how do I find loads from there? @3:15
Did you find out then pls tell
SIR KINDLY UPLOAD SLAB PANEL LARGER SPAN SAY 5.48 MX6.70M SPAN ASPER INDIAN CODE OF PRACTICE IN SAFE 2020 SOFTWARE
Kindly make combined footing design also
how to model the trapezoidal footing?
Dear Sir please make vedio on combined footing design
What about the minimum flexure steel and the minimum shrinkage steel?
Please do a tutorial for combined and raft footing
hope in near future
Thanks for the explanation sir, well,, I have a doubt.. you did define 2 load combination i.e normal service and ultimate strength but only used the normal service combination,, I wanna know when do we use ultimate strength combination?
For taking the steel
@@vjyvncnt7813 Hi bro
How to check one way shear in safe
Can inclined footings designed in SAFE??
How to check one way shear in footing.
Sir, thx for uploading the video.. there is small doubt..I followed same steps n designed footing on safe. I got punching shear 1.3 and not 0.8 ..
Revise Your Footing Area.
increse depth
Sir.. this software say we need top reinforcement for this single footing.. that means the compression reinforcements right? (Top for compressions and bottom for tension) but if u do hand calculations of this for the requirement of top compression reinforcement, u will get like it doesnt need any compression reinforcement.. Sooo... why this software say that we need top reinforcement ?? Plz explain sir
It’s a nonlinear case and the applied loads generate uplift.
Hallo sir how to chk one way shear in safe fo footing
Sir please show renforment detaling
How to generate output report from software??
How to check 1way shear?
How to model a footing with pedestal
What is design strip ???
..why it's drawn ??
Why did you replace the dead load =400kn by live load=100kn. Why you didnot choose "add to existing load" option? Total load was supposed to be 500kn
these loads are assigned in different load patterns, so no need to add to existing load
This load are reaction and etabs
and column?
How to download safe software
Footing length and width is 2 m
...then why y u r calculating for 1m strip??? Wat is strip .....y we provide strip ?m
Nice. But you didn’t check oneway Shear
Right
I can't understand bro.....y u provide bar just for 1m .......footing length is 2 m x 2 m..........