Hello, I appretiate all your hard work but if u can show the detail calculation probably on paper with pen and calculator it will be more helpful becoz I have recently started my career in this field and i m facing lots of problem becoz there is no one to guid me, now i m learning from old pdf's given by my seniers so its a request that if can explain it in detail it will be very helpful. Thank You.
Kokil Ji i saw your video and really they are very useful....can you please tell me why you take supports on bottom slab.. Are they all for making equivalent base pressure??
1. Can I take 2 nodes in bottom of box culvert ? 2. I didn't understand earth pressure calculations ? Can u please make a another special video lecture for it ? 3. is it 90,000 KN/m is SBC of soil ? 4. Internal water pressure define... Hunch section ?
Why are you dividing it into 10 nodes at bottom slab, you have not taken length as 1 mt in ur design , how u got 90000 , for wearing coat density , reinforcement details and last but cost of it Very useful video mam
kokil ji i liked your initiative to teach the design on you tube. Kindly make one more video on I - girder design and analysis that will be very interesting
Please also design of 2 or 3 cell vup or cup , girder RCC or cable and Major bridge with pile foundation , well or open foundation with rainforcement details
Very nice video, Thank you!
Very helpful video thanks
Thankyou very informative video 😊
Ma'am where did the 90000 come from in KFy for support?
good
Very well explain mamm
Instablaster.
Hello,
I appretiate all your hard work but if u can show the detail calculation probably on paper with pen and calculator it will be more helpful becoz I have recently started my career in this field and i m facing lots of problem becoz there is no one to guid me, now i m learning from old pdf's given by my seniers so its a request that if can explain it in detail it will be very helpful.
Thank You.
Fix a amount for voice, so we can enjoy complete video
Kokil Ji
i saw your video and really they are very useful....can you please tell me why you take supports on bottom slab.. Are they all for making equivalent base pressure??
Abhishek yes they are..to know more about it you can follow bowls book for foundation design..
@@kokilagrawal6784 which chapter exactly?
@@kokilagrawal6784 pls maam specify which chapter exactly...because its difficult to go through entire chapters...
Pls explain about the value of 90000 kn/m3
Hello sir if you understand above value kindly explain me
What is that 90000 value
1. Can I take 2 nodes in bottom of box culvert ?
2. I didn't understand earth pressure calculations ? Can u please make a another special video lecture for it ?
3. is it 90,000 KN/m is SBC of soil ?
4. Internal water pressure define... Hunch section ?
Madam why not you uploading more videos , very nice your lacture
How everyone is saying nice explaination? When nothing is audible
Why are you dividing it into 10 nodes at bottom slab, you have not taken length as 1 mt in ur design , how u got 90000 , for wearing coat density , reinforcement details and last but cost of it
Very useful video mam
kokil ji i liked your initiative to teach the design on you tube. Kindly make one more video on I - girder design and analysis that will be very interesting
Deepak Gupta sure I’ll definitely make vedios on that too in my upcoming vedios..
Please also design of 2 or 3 cell vup or cup , girder RCC or cable and Major bridge with pile foundation , well or open foundation with rainforcement details
sonu kumar sure
@@kokilagrawal6784 thanks I am waiting for
please show the graph .
Please Mamm make a video on class AA loading also. There beings too much confusion for class AA for me ... Please help
Provide ppt so that it will help a lot
Is everyone not able to hear? Or only me?