You probably dont give a shit but does anyone know of a tool to log back into an Instagram account..? I stupidly lost my login password. I love any tricks you can give me
@Armani Enzo Thanks for your reply. I got to the site on google and I'm waiting for the hacking stuff atm. Looks like it's gonna take quite some time so I will reply here later when my account password hopefully is recovered.
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
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?
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???
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.....!?
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.
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
wonderful explanation.
You probably dont give a shit but does anyone know of a tool to log back into an Instagram account..?
I stupidly lost my login password. I love any tricks you can give me
@Colby Franklin Instablaster :)
@Armani Enzo Thanks for your reply. I got to the site on google and I'm waiting for the hacking stuff atm.
Looks like it's gonna take quite some time so I will reply here later when my account password hopefully is recovered.
@Armani Enzo it worked and I now got access to my account again. I am so happy!
Thank you so much you saved my account :D
@Colby Franklin you are welcome =)
Thank you for your clear explanation. Do we need two layers of rebar? I confused the final detailing drawing, it seem one layer?
You're a fantastic instructor. Thanks
Superb teaching thanks 🙏🙏
easy to understand. Excellent tutorial than others . Hope can provide for combined footing and pile cap design.
Thank you so much. You are doing a great job.
nice tutorial GURU
Good job,,, Thanks alot
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
If the punching shear is more than 1, can detailed bar reinforcement still be carried out?
Very good helpful tutorial
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
so helpful thank you so much
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 Please upload combined footing design
Nice explaination
thank you so much, wish you good heath
Can we provide pedestal with 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 video
Thank you very much
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.
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
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???
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.....!?
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.
Dai please make video on how the load distribute in load bearing wall and how these foundation is designed?
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 inclined footings designed in SAFE??
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
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
Nice
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
Hallo sir how to chk one way shear in safe fo footing
Hi, sir thank you. Kindly make video how to design report taken..
Please do a tutorial for combined and raft footing
hope in near future
SIR KINDLY UPLOAD SLAB PANEL LARGER SPAN SAY 5.48 MX6.70M SPAN ASPER INDIAN CODE OF PRACTICE IN SAFE 2020 SOFTWARE
What is design strip ???
..why it's drawn ??
What about the minimum flexure steel and the minimum shrinkage steel?
How to make number or reinforcement equal on both sides of footing?
how to model the trapezoidal footing?
How to generate output report from software??
👌
Dear Sir please make vedio on combined footing design
How to model a footing with pedestal
Kindly make combined footing design also
Footing length and width is 2 m
...then why y u r calculating for 1m strip??? Wat is strip .....y we provide strip ?m
How to check one way shear in footing.
How to check 1way shear?
I can't understand bro.....y u provide bar just for 1m .......footing length is 2 m x 2 m..........
Thank
How to download safe software
Sir please show renforment detaling
and column?
🙏
Nice. But you didn’t check oneway Shear
Right