Design Of Two Way Slab: IS:456-2000
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- Опубліковано 19 вер 2024
- In this video two way slab is design as per IS:456-2000. Detailing drawing of slab is also explained.
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Design of Combined Footing Part-3 | Design and detailing drawing: • Design of Combined Foo...
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Bending Behavior of One way slab and Two way slab: • Bending Behavior of On...
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Good and clear explanation. one mistake made in intial stage ; as you mentioned l/d=20xM.Fx0.8 here 0.8 not considered in calculation. you forgot to include it.
mam....we all love you for educating us
the way of your explaining is simple and detailed. it is quite remarkable. Please also upload design of flat slab.
Heartly thank you so much mam . I learn from video more clearly...love you mam
Thanks mam. Very useful playlist. 🙂
Keep on uploading new videos.
God bless you
Very clear explanation with suitable drawings. Keep uploading more videos madam.
thanks very much mam very nice explanation👍👍👍👍👍👍👍 you are the best
Nice and easy learning thank u
Explanation is very good mam
Very good and that is with simple way ...Thanks...God blasted you
Addicted to your voice 😍
For getting reinforcement along the along span, the moment acting about the short span shall be considered......
Excellent presentation and thank you !!! Close up bars (U-bars) should be provide for all four faces if the slab is discontinued at four edges. If you do not mind could you please use standard paper sizes A4 or A3 and make the best use of it in terms of space as well as good organised calculations. Thanks once again!
explanation skills peaks 👌👌🤟
Best explanation
Very Useful video.. Thank you so much for it mam...
Last step - check for shear and deflection is not explained...!!!
Good teaching madam
👍👍
Awesome
Thanks maim🙏🙏🙏🙏🙏🙏🙏
Excellent video
Properly explained
Thanks for the video
Thank you as per request .
Well explained
So good
Tq so much ❤️
Ma'am please suggest any video for determining type of panel from table 26
Please make a video on two way continuous slab(framed structure) with clear span 4.5mx5.5m. in which one end discontinuous.
Perfect
Thank you
Plz mam make video column and beam design of 60x30ft
With high grade steel slab thickness is more. Is there any approved calculation method to reduce thickness
Such as using compression steel
Please provide detailing of torsional reinforcement.
Luv u mam
What about deflection check...?🤔🤔🤔🤔
Thanku so much mam it helps me a lot
Can you pls explain also Slab calculation using NSCP 2015?
torsionaal reinforcements is provide at top and that is twice the area of steel caalculated or divide by half?also is torsional reinforcemnt necessary if slab is continous?
What is the page no of pt formula in is code
in calculation ly the effective length will be 160-10 = 150 so ly = 5150
Earlier u took dia of bar for finding D as 10mm. But why u use 8mm dia afterwards
Mam i hv one confusion. Do we need to find out effective depth along y- direction also or should we use the same 'd' for calculating effective span in y- direction
A bit slow and i have doubt about ASTreq, ASTprovide, ASTmin ..please exlain differences . Tqs
Yess please explain it
for total dead load, how does 4.635 + o.8 + 1 = 9.425, i think it should be 6.25
. anyone can correct me if I'm wrong
Why you are using table 26 for alpha x and alpha y calculations....can't we use Table 27?
Edge strip reinf should be 216 mm2 per 1000mm length of strip which gives 5 nos 8mm dia bar per 1000 mm length of span of edge strip. But u said it 5 nos 8mm dia reinf irrespective of length of edge strip.Plz correct this portion in your videos.or if i am wrong correct me.
Hi sir
When we design a RCC slab to determine the thickness of slab why we dont determine the thickness of it directly? I mean why we find an initial thickness for it by estimation at first and then we select a suitable thickness.
Is there any rule to follow in estimation step?
do we have %age value in IS code for slab.
Sir, kindly make an engineering lettering we can not understand your writing like number 4, and others. the teaching and presentation is very nice but the writing is not clear to reader. thank you.
Mam more explanation Is required
Is it is a limit state method
One error at 11:14 , should your ly be 5.16 meters? if so, the Maximum value for bending moment should be the Muy? correct?
How you take lx/d ratio = 20 it is for one way slab not for two way slab??
Madam can this method be used for contenue slab as well
30x60ft slab design
Did you provide pdf of lecture??
Y we take 3/4 ly please explain
Dear check for shear and deflection missing.
d=4000/(35x1.3x0.8)
=109.89
But how do you write
d=4000/(20x1.3)
35 is what value
Dear Sister please update your design Fe 415 now in market Fe 500 and Fe 550d your design is old please make new video wt is in market thanks.
Can anyone tell me the pg.no: in is456 for Chk depth? I can't find it
Incase curve slab , what is the design
Can you please tell me how to calculate Pt for calculating Ast. You have shown the formula but I'm not getting proper values from that formula
How to calculate Pt? (Percentage of reinforcement) :ua-cam.com/video/ZbyadDc1aTA/v-deo.html
You can watch this video tutorial
easy use sp 16 table for pt cal.
Any changes in mf if we use fe500
There's an error po from the Wu =14.13? It should be 9.6375
How you get mam this value ast=50.26
In one way slab if they not mentioned longer span or shorter span what should I do?
All the calculations are always done with respect to shorter span only
There was a mistake when you calculating total load live load value is 4 not 1 then only ans 9.425
35xmf....?
120mm overall depth ordinary providing
4000+280/2+280/2=4280 not 4230
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How to take half x value 0.075
total will be 4.625+0.8+1=6.425 kn/m
Actually Live load is 4 so Total = 4.625+0.8+4 = 9.425
Madam. Meru ఇంగ్లీష్ లో చెపితే మేస్త్రి కి ఏమి అర్ధం అవుతుంది. మీరు చెప్పేది మేస్త్రి లక లేక ఇంజనీరింగ్ వారికా?
How could be the eff span = 5.3
U told it 5.12
You have written - 4.65+0.8+1= 9.425 which is wrong. Pl make necessary correction.
don't just copy paste....solution is good but need more clear concept thank you
Step 5 not understand (reinforcement)
Load calculation is wrong ....it should be 4.625+0.8+4
how you calculating pt value, need calarificaion
13:00 put the values and u willget pt
You are too fast, make it in shower way so that you can be followed easily
Mam i think u had common cold ....
at 16:24 i want to know where you have got 216 mm?
0.12*b*D she took D=180 instead of 185
Yes. I want also know that
be slow madam
adjust playback speed then
WTF man. Can't understand a single thing
Your training system is poor and please correct it as soon as possible, Thanks.
Sure.
Thank you so much for your suggestion.
thank you