Mam your explanation is very good but there are few things on which I would like to comment even though its too basic. 1. The point load was not multiplied by the FOS 2. Joint A would receive 1/2 of the moment from B as carry over moment in tht Moment Distribution Table which was neglected. Please look into that
When compression side reinforcement is more than tension side reinforcement, Then Steel beam theory is applicable. But in this case it is not applied. pl. give your explanation.
Mam , please make vedios in easy way for proper understanding , also use Hindi language for explain.because Hindi medium students can't understand your any vedios. So please mam try to explain in Hindi .
I have design continuous slab with IS method here see the link below. Co efficient should be use for same way. You can watch it: th-cam.com/video/wqQIl6t3p3Q/w-d-xo.html
Too good !!!! ( i wish you can upload a video where you design a building fully - from start to the end) - great job
Mam your explanation is very good but there are few things on which I would like to comment even though its too basic. 1. The point load was not multiplied by the FOS 2. Joint A would receive 1/2 of the moment from B as carry over moment in tht Moment Distribution Table which was neglected. Please look into that
U r one of the best techer.
Your way of explanation is very good keep it up
As per IS 456:2000 Cl 23.2.1, span/depth ratio for continuous beam is 26. So can you please explain why is 10 and 15 is taken?
Ur so best teacher for u
In t beam contineous beam at support we should provide doubly beam only or singly also medam..
Excellent presentation. It would be more clear if you do a beam's plan reinforcement with labelling. Thank you!
True
24:09 the value is 13.23 kN , am i right?
When compression side reinforcement is more than tension side reinforcement, Then Steel beam theory is applicable. But in this case it is not applied. pl. give your explanation.
Why did u assume 230 mm
Please make some more video on design of concrete structure part 2
Madam
Please explain where exactly such problems arise in practice .
Please make a video on free distribution of moment of continuous beam I shall be thankful for you
23:54 where did you get 77.73kn at span cd...please clarify i did not the solution
Thaanks for the helpful explanation .. it was really helpful for me ..ur job is highly appreciated 🌹🌹🌹
Superb... pls make video of 5 story building
Is the Dead Load 15 is including weight of wall or not. Please tell me.
At span DE, sum of 85.45+55.96 is greater than Mulim and it should be doubly reinforced. Please clear the doubt.
Ma'am, I have a query.
Which support moment take at a support B from span AB & span BC ????
So sweet madam... I easily understand.. Please madam can you teach me design of footing please mam
Maam plz Give explanation about how to calculate DF
Very Good.
When calculating Reaction at support, I am unable to understand UDLx4x2. kindly explain.
Moment = load x distance
Load = udl x 4
Distance = 4÷2 (midpoint) = 2
But the question is about the reaction. Not moment. So it should be udl x l right?
Hi Maam, Do video on tis Topic "Design of Continuous Beams with Redistribution of Moments"
Ma'am I thing distribution factor of DC and DE are 0.5
Hello, could please define what a “moment,” as it relates to structural concrete context please?
I have questions why the point load not get multiple by fos ?
Excellent thank you
mam i want to know how you took support moments?
I am learning alot
what for double reinforced beam on span or supports
I needed Excel Sheets of RCC Design like Footing.
Mam , please make vedios in easy way for proper understanding , also use Hindi language for explain.because Hindi medium students can't understand your any vedios. So please mam try to explain in Hindi .
Very helpful.. Thank you
Very good mam...thanks a lot
is there only two methods to analysis continuous
beam
Thanks. simply we can say Mu limit = 0.138fck bd^2
Iam your subscriber, Thanks for such design part. Madom, Can share Design part of uniaxial and bi axial column Design s ?
Thank, am grateful, ur tutorials are inspiring.
Can you make video for Column design for 5 floors
Ma'am how did you calculate the percentage reinforcement?i didn't get that.please explain
th-cam.com/video/ZbyadDc1aTA/w-d-xo.html
Please watch this video tutorial. You can get idea.
@@cwillstructures thank you ma'am
Your videos are really helpful ma'am and your explanation is great.keep going ma'am .And thank you so much
ma'am could you please tell me where i can find the check for shear and bending for beam.
What will be the economical Span to depth ratio in beams....as it is considered from 10 to 20... for doubly reinforced continuous beam..
Thanks. i think 20 kN also multiply by 1.5
Hello Sir
Good Afternoon.
Mam please upload the video using is456 coefficient methods.
I have design continuous slab with IS method here see the link below.
Co efficient should be use for same way.
You can watch it:
th-cam.com/video/wqQIl6t3p3Q/w-d-xo.html
Very useful 👍
Good
Well explained.
Load combinations are not explained .
Also the importance of support is missing .
But very good for beginners
@@sasikumartherayil9620 i want to know how mam took support moments, do you know?
Helpfull 👍
hello mam how do we calculate the percentage of reinforcement using bending moment
th-cam.com/video/ZbyadDc1aTA/w-d-xo.html
You can watch this video
How to design beam with point load
What about shear reinforcement ???
thank you ...
4:59 , how did 60.88 kN/m came ?
watch step:2
Mem dead loaad live load kha se aaya h
Congrats
time 30:30 small mistake b=410 b=230
Whole problem wrong because one mistake, you forgot to multiply point load by 1.5.
How 60.88Kn/m comes
The lecture is to be Bangla, then we are better understood
Pt loading reduced the dl
Good