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Thank You, Saw all your videos on columns, beams and stairs. Excellent explanation with lucid video. Brief and concise. Its a great help for non engineers to understand construction. A must see for all those who are planning to start constructing their houses. once again ,Thanks and great job.
Also, placing Rebar bent in a soft "z" shape, as in 1/3 length Flat, 1/3 Bent 30° to 45°, and last 1/3 Flat (Horizontal), to both form a Truss like connection, and tie to upper and lower rebar together?
Thank you for the video. Do the stirrups need to extend all the way to the lower reinforcements or can they terminate to another reinforcement just above them?
Nice vids very informative, sir may i ask what is the minimum or standard height of tie-beam from the footing foundation? many thanks for the feedback..
It's a nice video but I would like to correct you here that...You said when depth is more than 900 mm than we provide side face reinforcement but as per IS CODE : 456-2000, CLAUSE - 26.5.1.3 ,Pg no. - 47...It is clearly mentioned that if depth > 750 mm then we have to provide it and the spacing between them should not be more than 300 mm.
Hi Bhanu, thanks for your comment. Quoting from the video "These reinforcements are generally provided to deep beams which have depth higher than 900 mm or 36 inches. This value of depth differs from code to code." it is mentioned that the depth value differs from code to code. The value of 900mm is provided in ACI318 and you correctly pointed out that IS code mentions depth as 750mm.
Creating videos takes lot of time and effort. If you want to support such videos and keep the channel sustainable, please consider below options:
👉 Join Channel Membership:
th-cam.com/users/StructuresExplainedjoin
👉 Support directly via PayPal:
www.paypal.me/StructuresExplained
👉 Applaud (if available in your region)
Bro which software you used to make this video
Thank You, Saw all your videos on columns, beams and stairs. Excellent explanation with lucid video. Brief and concise. Its a great help for non engineers to understand construction. A must see for all those who are planning to start constructing their houses. once again ,Thanks and great job.
Well explanation
Easy abs clear explanation
Very nice
Really good explanation 😃
I liked the Video
Excellent explanation but, should be more details about top bars or Crank bar for continuous beam
Will the beam be more rigid and resistant to sagging if stirrups are arranged diagonally to form triangles as done with steel trusses?
Also, placing Rebar bent in a soft "z" shape, as in 1/3 length Flat, 1/3 Bent 30° to 45°, and last 1/3 Flat (Horizontal), to both form a Truss like connection, and tie to upper and lower rebar together?
Very nice informative
How do they workout the bar thickness?
Earned a sub, thanks for this!
Excellent explanation thank you for sharing
So amazing
Great video
Thank you for the video.
Do the stirrups need to extend all the way to the lower reinforcements or can they terminate to another reinforcement just above them?
Hi. with what software do you make these videos? Thanks in advance.
Nice vids very informative, sir may i ask what is the minimum or standard height of tie-beam from the footing foundation? many thanks for the feedback..
wonderfull Sir
Good job!
Excellent.
Thanks for video
You are welcome!
what is the spacing for the stirrups??
Good going sir,,👍
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It's a nice video but I would like to correct you here that...You said when depth is more than 900 mm than we provide side face reinforcement but as per IS CODE : 456-2000, CLAUSE - 26.5.1.3 ,Pg no. - 47...It is clearly mentioned that if depth > 750 mm then we have to provide it and the spacing between them should not be more than 300 mm.
Hi Bhanu, thanks for your comment. Quoting from the video "These reinforcements are generally provided to deep beams which have depth higher than 900 mm or 36 inches. This value of depth differs from code to code." it is mentioned that the depth value differs from code to code. The value of 900mm is provided in ACI318 and you correctly pointed out that IS code mentions depth as 750mm.
@@StructuresExplained thanx for the information and reply
Beautiful conversation...
I would like to add something.
In case of torsion in beams as per
IS:456:2000, THIS DEPTH IS 450 MM ONLY.
750 mm is for flexure only....
wow!!
Go on sir wonderful explanation
th-cam.com/video/NQhk0pviRA4/w-d-xo.html
Make a video about reinforcement of cantilever beam.
Good video sir. Please what software are you using to create these video?
He said Blender.
@@Layput ok thanks
good luck
where is bent up bar ????
Very nice informative