Hi sir,Thanks for giving excellent design videos..These videos are very useful to me..i want one more problem solved video about T-beam sir,Thank you sir.
Sir can you doing please make a video this problem please sir Calculate the moment of resistance of the T-Beam with the following data : Width of the flange-750 mm Thickness of slab-110 mm Width of the rib-250 mm Effective depth-600 mm Area of tension steel-2400 mm2 Grade of steel Fe 415 and grade of concrete M 20
@@structuralanalysisanddesign ok sir i m providing reinforcement both slab nd beam In flange 4 #10mm , web 3#16mm connected by stirrups 8mm what procedure design i should carry out
Sir, can you help me in one question? Please help me sir. Question is here Question-: A slab of a hall is supported over a grid of beams measuring span 4 × 6 m. It has to carry a service live load 3kN/m2 and dead load including finishes 2kN/m2. Using limit state method, M 20 grade of concrete and Fe 500 grade of steel, design an interior mid span of the slab.
Its easy Sachin, as per ratio this i 2 way slab and for the above condition you have to use Table 26 of IS 456-2000 and for interior panels case 1 you have to use
Sir please continue your teaching it's very helpful to hus
Thank you so much sir.. U are a saviour😇❤
Most welcome 😊 keep supporting and sharing and help us to grow
Thank you sir . You explained it so well .
You are most welcome, so nice of you, keep supporting and keep watching
Hi sir,Thanks for giving excellent design videos..These videos are very useful to me..i want one more problem solved video about T-beam sir,Thank you sir.
I am glad that my videos are helpful to you, yes will try to upload more on T Beams, keep watching and sharing
Thank u so much sir. Great explanation and it helped me in self studying
You are most welcome, glad to hear that it helped you, keep watching and keep sharing
Great sir very nice explanation
Thank you so much Sagar
SirThis concept is understood clearly
*doubt on finding effective width of flange
Excellent, keep watching will come up with more videos
urs explanation is good sir
Thanks and welcome, keep watching and keep sharing
@@structuralanalysisanddesign AND ALSO KEEP VIDEOS ON INTRUDTIONS OF THAT TOPICS SIR
Sir, whatif our assumptions is right? Plz make a video on that too.
You missed a point of 3/7 Xu>Df and 3/7 Xu
Yes ankush, i will be coming up with all the cases, keep supporting and sharing
Very helpful.. Please clear other case, neutral axis in web
Yes i am coming with all the cases, keep watching and supporting us
❤️
Sir can you please make a video regarding design of T-beam
I will try
Dhanyawadam guru ji
Welcome
Good elaboration sir
Thank you Santosh
very helpful
thanks
Thank you, stay tuned for more videos
Nice sir 🥰
Nice bro....👏👍👍
Thank you Shiva, keep supporting, stay tuned for more videos
Thank you sir 🙏🙏🙏
So nice of you, all the best keep watching
Super sir
Thank you, keep watching
Thank you, well explained.but i have one doubt that is how to find out the value of web width (Bw). please reply back sir
Thank you Sir
Thanks for watching, stay tuned for more videos
Helpful.is BM formula same as Rectangular beam is wl^2/8..
what to do if nos. of bars are not given in the problem and we have find the Ast required
Ya sir ,Thank you
Welcome
960th like 🥰👍
Thanks lot
Welcome, we are glad this video helped you
Hi sir
Can you please send the pdf of code book which you are using
Do videos on shear bond and torsion
Dear lecturer ,I need design of T-beam and inverted T-beam.and surveying practicals
Please can u make video on design of T beam and continuous beam.
hello sir from Tanzania
how if the neutral axis that assume it will be outside ?
Sir can you doing please make a video this problem please sir Calculate the moment of resistance of the T-Beam with the
following data :
Width of the flange-750 mm
Thickness of slab-110 mm
Width of the rib-250 mm
Effective depth-600 mm
Area of tension steel-2400 mm2
Grade of steel Fe 415 and grade of concrete M 20
Sir if rectangular stress block is out of the flange than how i shall got idea about it .
That problem soon i will do it Rahul
Sir if here Yf=greater than Df than what should do .
Design procedure will be different
d is cancelled in both sides. How did you calculated Xu/ d = 0.87fy Ast/ 0.36fckbd. Both 'd ' in left and right will be cancelled.
Wright Xu= 104.97 mm
I section and L beams questions and answer videos pls sir
Sir if t beam is double reinforcement what procedure should be provided
Usually doubly reinforced T beam will not be there, T beam is nothing but combination of slab and beam
@@structuralanalysisanddesign ok sir i m providing reinforcement both slab nd beam
In flange 4 #10mm , web 3#16mm connected by stirrups 8mm what procedure design i should carry out
You can follow the same video but again there are two to three more analysis and design based on Neutral Axis depth
Sir, can you help me in one question?
Please help me sir.
Question is here
Question-:
A slab of a hall is supported over a grid of
beams measuring span 4 × 6 m. It has to carry
a service live load 3kN/m2 and dead load
including finishes 2kN/m2. Using limit state
method, M 20 grade of concrete and Fe 500
grade of steel, design an interior mid span of
the slab.
Its easy Sachin, as per ratio this i 2 way slab and for the above condition you have to use Table 26 of IS 456-2000 and for interior panels case 1 you have to use
Sir, can you help me sir?
I mean , can you solve please sir.
How to find reinforcement in a T-beam?
And also, how to find area of steel in a T-beam?
soon coming up with those videos
First of all we should calculate effective width of flange.perhaps you miss it
If you watch carefully in problem itself its given
How to pass btech ddrcc give me some tips videos sir pls
How can I find the bf of t beam?if you don't mind can you explain that via structural plan of beam?
sir can you plzz send this pdf
Please upload unequal flange width of T beam design step by step.
Your Xu= answer is wrong
Xu=104.97 hoga