Thank you so much for impacting knowledge to the peoples

Thank you so much sir 😊. Want more videos please

Thank you so much prof. For sharing the knowledge

Sir you are very grateful teaching

@structuralanalysisanddesign

3 жыл бұрын

So nice of you, thanks a lot, keep watching and supporting

Nice way of explaining sir,first time I will understand in youtube class,nyc sir

@structuralanalysisanddesign

3 жыл бұрын

Thank you so much and All the best, keep watching and sharing

Thank You Very Much

Hi sir Iam studying steel structure now can u explain about bolted and welded connection and problems

in my question Ast2 come more than Ast1 is it possible? concrete area come 1138.2 and Ast come 1956.16. Mu 240, Mulimit 101.56. so beam will be double reinforced beam.

Thank you sir

Super explanation

@structuralanalysisanddesign

3 жыл бұрын

Thank you 🙂 keep supporting

Thank you

Sir, where did you get xu value

Ty sir ji❤❤

Thanks🙏🙏🙏🙏

tq sir nad khula..😊💥

@RohitYadav-pt8yd

4 жыл бұрын

T beam la video ka link hai to send kro

@structuralanalysisanddesign

4 жыл бұрын

Thanks for supporting us

@structuralanalysisanddesign

4 жыл бұрын

Till coming sunday i will upload T beam analysis, stay tuned

tq sir

@structuralanalysisanddesign

3 жыл бұрын

welcome, all the best

Love u sir

Good morning sir. which Prescribed Textbook we follow To Learn about RCC, Along with your video lectures

@structuralanalysisanddesign

3 жыл бұрын

Design of Reinforced Concrete with Limit state design by B C Punmia

Nice way of explaing ,sir slab par videos banao na sir plz🙏

@structuralanalysisanddesign

4 жыл бұрын

Already uploaded, kindly go through it, have uploaded one way and two way slab

Thank you, Sir. Nice Explanation. What is the Mu limit formula for Fe500 grade steel?

@shubhrajput999

10 ай бұрын

.133fck bd2

@aneeshasabeej416

6 ай бұрын

0.136fckbd^2

Hello thanks alot for the great explanation... Also can u share the link of the SP document you're using...

@structuralanalysisanddesign

4 жыл бұрын

Thanks for the appreciation, SP document???

@kingbisanka9689

4 жыл бұрын

@@structuralanalysisanddesign by SP document I meant the one from where you're getting the standards from

How could we know to assume effective cover is 50 mm ??

Sir when we use this Mulim Formula please make a video.

Sir, I have a query regarding section type. What if we get an under-reinforced section in case of doubly reinforced beam mentioned.. then which formula will we use, and the value of which Ast will be used there?

Good explanation sir but plz design of dog legged staircase problem on video

Sir, IS-sp 16 formula is available in is 456-2000?

@theexecutioner3510

2 жыл бұрын

Which formula?. Interpolation?

Sir dil de thank you 😊😊

@structuralanalysisanddesign

Жыл бұрын

So nice of you, keep supporting

We will not calculate shear reinforcements?? In doubly reinforcement

@structuralanalysisanddesign

3 жыл бұрын

It is an analysis problem, for designing problem we do it

Upload continuous beam design also plz with codal provision

@structuralanalysisanddesign

4 жыл бұрын

Yes Madhvendra i will work on it, thanks for suggesting

10:47 sir but this table is not given in IS code so how can we determine fsc during exam

@priyangshunag1972

8 ай бұрын

right

sir, in calculation of Xu, d should be effective depth,not total depth.right? we get Xu 240 mm

@petraalbatra9898

2 жыл бұрын

no

Nice

Sir plz explain how many number of bars should be provided in compression and tension......???

@structuralanalysisanddesign

4 жыл бұрын

Its based on design, kindly watch my video on design of singly reinforced beam

Sir ast at bottom reinforcement was clearly mentioned.for top side

How to calculate working moment is given?

If d' for tension side is 55mm and compression side is 40 mm then for finding fsc at compression stress what is the effective depth??

@theexecutioner3510

2 жыл бұрын

Then d'/d= 40/d Effective depth = D - 55, always calculate effective depth considering Tension reinforcement side. Kya yt teacher hai, bachhon ka doubt clear nahi karta.

@Gaurang_Khatri

Жыл бұрын

@@theexecutioner3510 10:45 bhaiya ye table is code me nahi h , to fsc kaise nikale exam ke time pr

@theexecutioner3510

Жыл бұрын

​@@Gaurang_Khatri hai. Baad mey batata hun.

@theexecutioner3510

Жыл бұрын

Usually d'/d ratio denge tho table hota hi hai.

@Gaurang_Khatri

Жыл бұрын

@@theexecutioner3510 Achaa . Thank u very much

Sir what about the problem when supporting of udl

Hello i have been asked to design doubly reinforced beam it does not qualify the condition of Mu > Mu lim? What shall i do?

@Prashuradha

3 жыл бұрын

Revise the section. Or, design it as a balanced section.

Sir aapke aal video helpful hai Design of doubly reinforced pr yek video bano sir

@structuralanalysisanddesign

4 жыл бұрын

Ha jald hi sikhaunga design of doubly, support or share karo hamare videos

@Rk003prk

4 жыл бұрын

@@structuralanalysisanddesign yes sir

Thnku sir ....sir plz upload a video on design of stair case ...becoz my exam starts from nov.....

@structuralanalysisanddesign

4 жыл бұрын

sure, may i know where u studying?

@mohsinmanzoor9167

4 жыл бұрын

@@structuralanalysisanddesign RGPV bhopal

@structuralanalysisanddesign

4 жыл бұрын

nice

Sir finding fsc can you show calculating in calculate plzz sir, I'm confused 🙏🙏

@dipakrohit5993

2 жыл бұрын

Sp16,p-13,T-f me d'/d(d'=cover) d'/d ka ans 0.5,0.7,0.9 hoga usse 0.5 ans hoga to fsc=355 0.9 ans hoga to fsc=353

How to find that factored moment

Why did u equate Xu to xumax ? Are they both equal?

@ifatnemya8245

3 ай бұрын

Yes but for ast1 only

What is number of steel and it's layout.

Sir why xu value is not calculated .. Please clarify sir..

@user-ch1qo6dl7y

Жыл бұрын

Ki h bro calculate

sir how to solve simply supported beam carrying the udl problems..

@structuralanalysisanddesign

3 жыл бұрын

Design for Singly reinforced beam already uploaded

@gdineshsai1326

3 жыл бұрын

@@structuralanalysisanddesign Sir both are same..

Sir plz solve Design on singly and doubly reinforced beams......thank you

@structuralanalysisanddesign

3 жыл бұрын

Design of Singly i have already uploaded, kindly check it

@jeevangowda5419

3 жыл бұрын

sorry doubly reinforced beam sir

How to decide size of beam...

Factored moment ko ultimate moments m convert krne k liye 1.5 s multiple krne pdega???

@ParthaPratim-xc9ir

9 ай бұрын

factored moment = ultimate moment

@structuralanalysisanddesign

9 ай бұрын

Absolutely correct

how to calculate the number of bar when the number of bars is not given in the question

Sir plz provide value of fy 250 for d'/d

@skgaming3518

4 ай бұрын

Fsc for FE250 = 0.87 fy

Everything is clear. But top reinforcement how to find it actual..

Sir I’m getting the ASC as yours I’m getting 7.15

@structuralanalysisanddesign

8 ай бұрын

You should get the answer same as video, if not please check your calculations

xu for doubly r. section = 0.87.fy.Ast-(fsc-fcc).Asc/0.36.fck.b

I will not calculated over reinforced beam sir

Sir pls explain interpolation in another method Pls say the answer for d'/d is 0.11

@True-work

2 жыл бұрын

Contact me

Sir one Small doubt In analysis we find mu In design we find ast and asc But why did you write analysis when we were meant to find ast and asc

@structuralanalysisanddesign

4 жыл бұрын

Nice question friend, you are correct finding Mu we call it as a analysis problem, but if you see here in this problem Mu is already given and they have asked to calculate area of reinforcement, i am not calling this problem as a design problem because, in design problem we calculate Mu and for that Mu we find area of steel and we apply all checks for design problems, here only ast was asked that too with given Mu that is why i am not calling this problem as design problem, i hope your doubt is cleared, thanks for commenting and keep supporting us

@akhillanka4279

4 жыл бұрын

Thank you so much sir Your videos are really simple to understand It will be good if you upload one design problem sir Sir can I Know which book do you follow

@structuralanalysisanddesign

4 жыл бұрын

Which design problem u need, i will do that, I refer many books and i write my own steps to make my viewers understand the concepts very easily

@akhillanka4279

4 жыл бұрын

Sir Design of column (biaxial and uniaxial ).

@structuralanalysisanddesign

4 жыл бұрын

Will come up with that part also soon

How to pass ...RCC exam simple tips give me

Code books is important kada

@gunavenkat9797

3 жыл бұрын

Yes bro

Book name??

How the assumed the cover

@structuralanalysisanddesign

3 жыл бұрын

Standard values you can assume

👍

Please scientific calculator used krke calculation dikhai video main bohut problem hota hai

Good evening sir. Really great job that you are on KZread with such great explanation on our Civil topics! First of all thanks so much sir 🙌🙌 Also I am facing a problem in this particular design (beam design) sir. I am asked to design the beams subjected to Two-Way Slab, starting from load calculations. And the condition is that Mu must me greater than Mu(lim) but my value for Mu comes out to be smaller than Mu(lim), tried and changed the beam sizes, yet unable to satisfy the condition of BM. Sir could you please help out? Where is the design going wrong?

@structuralanalysisanddesign

2 жыл бұрын

Thank you so much for appreciating my content, keep watching. Can you tell me why you want specifically Mu greater than Mulim? Actually if you get Mu less than Mulim its good and you can design it as singly reinforced beam

Please sir pdf bhegeye

Hi

Sir Hindi language

Ans nikalta nhi hain

Mulim page no of values u got that 0.138fckbd plz it’s urgent

@structuralanalysisanddesign

Жыл бұрын

Its taken from Page no. 96 of IS 456 by substituting Xumax/d value for appropriate steel grade