At 37:06 time, this clause {Over the continuous edges of a middle strip, the tension reinforcement shall extend in the upper part of the slab a distance of O. 15L from the support and at least 50 percent shall extend a distance of 0.3 I.} You have shown in figure from center of support but it was from face of support. anyways thank you for this wonderful video
Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?
Madam, your concept for Curtailment of Reinforcement Bars through the Middle Strip is partially wrong, with respect to the Continuous Support. It should be 0.30l and 0.15l should be measured from the inner face of the Support. Please rectify me, if I am Wrong, Madam.
Thank you sooooooo much. Our lecturer didn't explain this way. I'm having the exam this morning. You're a life saver.
I read this from book several times but this video help me a lot in understanding the basic points. Thanks for uploading
One of the best lecture i found..Thanks mam.😊🙏🙏🙏🙏
Ty man such a amazing way of explaining each code with easy ❤
🙏
very grateful for this video😍was searching for this concept a lot thanksssssss
I am very thankful to u mam.. मैने आपका व्हिडिओ पेहले क्यो नाही देखा..✌️✌️✌️👌👌👌
At 37:06 time, this clause {Over the continuous edges of a middle strip, the tension reinforcement shall extend in the upper part of the slab a distance of O. 15L from the support and at least 50 percent shall extend a distance of 0.3 I.}
You have shown in figure from center of support but it was from face of support.
anyways thank you for this wonderful video
Mam mai is concept ko smjhne ke liye 2 day se preshan tha... Thnku mama
Finally my search is over
Great Greatly thanx you mam
Thank u so much madame...fro cebu, philippines
Wow mam very helpful one of the best video on slab👌👌👌👌
Thank you mam, specially for torsion reinforcement section
Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?
Simply the best .
Thank you ma'am, God bless you
It's really helpful for students
Good lecture, helpful..
Mam really big gift this
Tqs a lot mam .
I got idea about RCS
mujhe apni pori zindgi me inti structure samjh ni aye jitni sirf is lecture se aye litrelly i cant explain the feelings
Very good mam.please upload more videos
Thank you so much ma'am Excellent explain
Tq mam for an imp lec on slabs ❤️
thankyou soo much ma'am
Highly recommend
Thanks Maam
Madam can u suggest best books for PBD?
Maam please make a video on one way slab. And please include monolithical concept too in that.
Thank u mam❤️👍🏻
Mam plz design a continuous slab for different Span
Mam plz explain one example for unrestrained slab !
Thankyou ma'am.
Thank you ma'am
Superb
Thank you so much ma'am
Pls do a complete rcc design of a building madam
Madam please design whole building (g+6 or g+5 )manually
Thanks ❤️.
Madam, your concept for Curtailment of Reinforcement Bars through the Middle Strip is partially wrong, with respect to the Continuous Support.
It should be 0.30l and 0.15l should be measured from the inner face of the Support.
Please rectify me, if I am Wrong, Madam.
Special Thanks goes to your dedication for making this video.
We all are eagerly waiting for your next upcoming videos, Madam.
nice
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