A Nice Presentation 👍 📍Steel reinforced bars at the top shall be staggered. 📍Sufficient cover not shown between steel edge & centring. 📍Tapering of top surface should be discouraged as this slopped part not properly vibrated.
Please answer the following questions.. 1) Do we need to provide both top and bottom bars for footing in both directions?...In my house construction only bottom bars in both directions are provided with the bend in the bar ends..So osnit necessary tonpeovide extra reinforcement or is it ok 2.Do we need to provide hunch bars foe column base hunch or the mason adjust and give shape of the hunch with his own skill? 3.is single stirrups sufficient or we need to provide double ring stirrups one of diama ond shape inside and other of square shape outside ..Is providinf extra stirrups in this fashion necessary or it's ok to provide single stirrups..? Please answer the queries and resolve my doubt?🙏
@@akskillssolutions4377 please explain about double ring or double stirrups in columns part..Do we need to provide double stirrups foe 4nos 16 mm and 4 nos 12 mm in columns or can we do construction with single stirrups as well..
Superb video. Very nice informations for fresh civil engineers.
Po
Footing work is good but pillar overlap must be left for joining next pillar
Thanks very help full vedoe clearly demonstrating all the process 🙏
Very nice
Very helpful videos ❤
Excellent content
Good video
Max to max 4 cover blocks are sufficient for per m2 for bottom
Nice video BTW
A Nice Presentation 👍
📍Steel reinforced bars at the top shall be staggered.
📍Sufficient cover not shown between steel edge & centring.
📍Tapering of top surface should be discouraged as this slopped part not properly vibrated.
Best Information thankyou
Very nice thank you
Good move
Sir bhaut achhhha videos banate ho
Thanks
Please answer the following questions..
1) Do we need to provide both top and bottom bars for footing in both directions?...In my house construction only bottom bars in both directions are provided with the bend in the bar ends..So osnit necessary tonpeovide extra reinforcement or is it ok
2.Do we need to provide hunch bars foe column base hunch or the mason adjust and give shape of the hunch with his own skill?
3.is single stirrups sufficient or we need to provide double ring stirrups one of diama
ond shape inside and other of square shape outside ..Is providinf extra stirrups in this fashion necessary or it's ok to provide single stirrups..?
Please answer the queries and resolve my doubt?🙏
No need when soil bearing is more.that soil is hard.thanks
@@akskillssolutions4377 please explain about double ring or double stirrups in columns part..Do we need to provide double stirrups foe 4nos 16 mm and 4 nos 12 mm in columns or can we do construction with single stirrups as well..
Great👍👏
Nice video..
Excellent
woo super sir
Good 👍
Very great
Thanks
Great info please post this type video for eccentric footing
Super
Great
Good information
What about the steel spacers/chair bars?
Why you use a lot of concrete cover piece? It will be affect to your concrete strength too.
Which software used for making this video like
Please give an explanation and iron distance, sir. I want to learn 🙏
allready given that.thanks
Go join college
Please upload staircase reinforcement details
Why you not provide chair bar .
Para cuántos niveles 🤔 disculpen l ignorancia 👍
👍
Ini footing towers 6om 3leget ke
Add chairs between top and bottom steel.
Where are the dowel bars??? Concrete can't be put more than 1.5 meter height