tum bohot achha kaam krta hai maksood bhai......... nii matlab itna rona aara tha is bideyo ke pehle.......IS code sikhane k liye THEMKSSSSSSS!!!!!!!!!.......love from Bhopal.
Good explanation sir..Pl do more videos on Diplomacivil RCC, DSMS & ESTIMATION problems..it will be helpful to all Students..the way of ur teaching is really superb 👌👍
Sir, while calculating effective depth why didn't you subtracted half of the bars from total depth as you have just subtracted effective cover? I saw people subtracting half of the bars like In this example, d(eff) = 700-25-(28÷2) -(25÷2) Why did you just subtracted d' from D why not half bars? I'm so confused Tomarrow is my exam sir pls reply faster😩
Sir I've seen it in another video that u have taken effective cover-50mm as assumption... But here.. It is taken 25mm How this assumption is varied sir??
Super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super Really exlent......
Thank you for saving many lives of civil engineers
😂😁😂
tum bohot achha kaam krta hai maksood bhai......... nii matlab itna rona aara tha is bideyo ke pehle.......IS code sikhane k liye THEMKSSSSSSS!!!!!!!!!.......love from Bhopal.
I have to say you teach very well 👌👌
no words are enough to compliment you
Thank you so much 😀 i am very pleased to have this kind of compliment, this makes me more motivated to do videos, keep watching and keep supporting
Great.........
No words to say👍👍👌
Ur hand writting is so nice
BAHUT HI SANDAAR, JABARDAST, KYA EXPLAIN KRTE HAIN SHAHB AAP , BAHUT HI SANDAAR
Thank you so much, keep supporting
sir.. thanks for the help.. studying a day before exam
Most welcome, All the best for your exam, keep watching
lol
Ultimate Explanation sir....
It's very clear 👏👏👏👏
Glad to hear that, thank you and keep supporting
Good explanation sir..Pl do more videos on Diplomacivil RCC, DSMS & ESTIMATION problems..it will be helpful to all Students..the way of ur teaching is really superb 👌👍
Thank you so much, will be coming up with more videos, keep watching and sharing
@@structuralanalysisanddesign OK sir already shared..we will be waiting for some more videos on DSMS subject problamtic related videos
Wah wah wah live from nepal🥰
Thank you so much, keep watching and sharing
What a delightful video thanku sir ❤ . But sir my 1 doubt why are area of steel first taking AST
explaintion very good ..everybody can understand well
Thank you so much for the compliment, will try to come up with more videos with simple language, thanks for supporting us
Very nice explanation....thank you sir for making this
Most welcome, thanks for liking
If you would have taught this subject I would have scored A+ ! 💯
Thank you for appreciating Vivek, keep watching and keep supporting
Sir u really saved my life and carrier thank you very much sir
Tq u sir for your explanation best understanding from your videos.. ❤
You're most welcome, keep supporting, all the best
I have this exam in 2 days 😅
Do well in exam, all the best, keep watching and sharing
Bro same here...😭💔
Tomorrow is my exam🥲
THANK YOU SO MUCH Sir.. this video rescued me🥺🥺
❤
Which book is best for solving some more numericals?
I am confused in find effective depth...if clear cover is 25mm then effective depth=D-clear cover-dia of bar by 2
Sir cleared my all doubt TQ sir
The concrete cover reaches the centre of the bars or not
Sir if xumax less than Xu what formula we use
please link your previous videos as well in your description
Sure will do it henceforth, kindly see my playlist different topics have separate playlist
Thanks you sir...loving the way you teach
It's my pleasure, so nice of you for appreciating, all the best, keep watching and supporting
Thank you sir ...very clear explanation
Xu ka value nikal kr or xumax ka nikal kr compare nhi kr skte ho kya
The working stress metho, limitstate method, both are applicable the above sum or not?
Thank you so much sir very nice Example 👌👌
So nice of you, keep watching
Sir why didn't you do negative of half reinforcement in effective depth .
Sir ,what about fe550 we will take xumax?
How did you get this value 539.38×10^6
Is this video is useful Diploma pls tell me sir
Yes for all courses
Awesome video Sir! To the point... Thank you so much!
Sir, while calculating effective depth why didn't you subtracted half of the bars from total depth as you have just subtracted effective cover?
I saw people subtracting half of the bars like
In this example, d(eff) = 700-25-(28÷2) -(25÷2)
Why did you just subtracted d' from D why not half bars? I'm so confused Tomarrow is my exam sir pls reply faster😩
If that's is correct, then tell me when should we subtract the half bars and when we shouldn't?
Its because they take clear cover
And here its effective cover
It's very simple ☺😄 sir thankx ✌
very good explanation
sir please explan double r/f section
Hello Sir ,
Can you please tell which IS code books are important and most used in construction sites...?
Hello Rajanala, it depends upon which work you are doing, for every work there is IS code book
@@structuralanalysisanddesign okay Sir... Thank you
Sir aapne 25 mm effective cover jo liya hi wo nominal cover hoga na ki effective
Hello, 25 mm is effective cover, its till half way point of reinforcement
Where can you get 28mm dia reinforcement bar !??? I haven't seen anywhere.😅😮
How to find out that is single reinforced tell me sir
Thanks 👍 most vvi questions
Gr8🔥
Thank you
Exam k pehle din ise dekh k swarg ka anubhav hua sir 😂
I hope your exams were good and you will score good marks in RCC subject, keep supporting, all the best
Very great video!
Thank you very much! Keep watching and keep sharing
Please make a video for doubly reinforced T Beam
Thank you so much sir, it really helped me 🙏🙏
Sir I've seen it in another video that u have taken effective cover-50mm as assumption... But here.. It is taken 25mm
How this assumption is varied sir??
It depends on structural element and exposure conditions, for beam you can assume between 20 to 50mm
I have this exam in 3 days... 💀💀
Did you failed?
@@Random-zh4eq nope. Passed both Strucural analysis and Drcs
How could study this subject??😢
I have this exam in next 1:30hr
@@harimuraliv8712 thop..🔥 me too 😅😅
d = 700-{(28/2)+25}
d= 661 mm ~ (700-39) or (700-40)
Also check ast bro
@@multywibes733 bro nk ardham kaley konchem cheppava d' Ela vachindi 25
Is this useful for diploma 5th sem Design of RCC subject please reply sir I'm in danger situation. .reply me
yes
@@structuralanalysisanddesign thank you this time I will clear RCC by your videos..singly , doubly, 2way slab, stair case , footing..
Sir please make video on Lapping length
Sure noted, i will try to come up with that video
Sir imp questions Rcc problems plz solve
Determine safe point load problem pls explain
Sir, this question has 2 types of reinforcements, cant it be doubly reinforced?
Thank you sir✨️
Welcome, all the best, keep watching and sharing
Sir Please ise hi video upload karte rahnaa mai rcc me weak hu
pleas explain working stress problem
Working stress method is slowly becoming obsolete, sorry I am not planning anything about working stress method
Pls share more designs
Thank you so much sir.
Most welcome, all the best
Sir if dia of bar is not given
Then assume
Very good lecture
Tomorrow is my rc design exam
All the best for your exam, please share and encourage to subscribe
Thank you sir its fix question of 3 b or 4 b
th-cam.com/play/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu.html
sir excellent clss
Thank you Dinesh, keep watching and supporting, all the best
Super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super super
Really exlent......
Thank you so much, keep watching
Assalam alaikum sir
Is this 8marks Question?
Nice
Salute sir ji
Thank you so much Harshad, glad this video helped you, keep watching and sharing for the benefit of others
I have this exam in Dec21,2022 .... Wish me luck
thnaxxx lub ju
school of architecture apex
kasam mahakaal ki like thoko
Sir I have a problem
Hi
Half dia v ghatana h bhai g effective depth me
👍 thank you sir
Most welcome, keep watching and sharing
Does anyone have ACI based lectures?
Tommorow is my paper and today im seeing these video😕
All the best for the exams
Super
thank you so much sir
Keep supporting us for the future videos Sandeep
Thanks
Welcome, all the best
Best
Tqsm sir😊
Welcome 😊 Keep watching
Thank you sir ji .......
Tq u so much sir
Welcome, all the best, keep watching and sharing
Kl exam h kya kru ?
Assalamualaikum sir
Book name?
Very help full tips tqsm sir
Thank you aadil, keep supporting
Kal subha exam hai 🗿☠️🏴☠️
All the best for the exam
Than you sir
Before 1 Day ago exam 🤞👽
Can we use 0.138 * fck *b*d*d instead of ur my formula there values are similar for mu
sr can you send me this is code please
Kindly join our channel membership for the benefits
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Today's my exam 💀💀💀 after 1 hour
I hope your exam went good, all the best, keep watching
thank u
Welcome, keep watching
Sir rcc ka pdf question paper bhejeye na please
Mera kl exam h rcc 1 ka 🥺
I hope you will score well, all the best
xu max ....0.48×d
d is 676. Then sir why 0.48×675 = 324 then section is sir
Half of diameter not substrate
I have exam with in 9 hours
All the best, keep sharing