Design Of Two Way Slab: IS:456-2000
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- čas přidán 14. 09. 2019
- In this video two way slab is design as per IS:456-2000. Detailing drawing of slab is also explained.
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Some Important links for Civil Engineering syllabus:
Fundamentals for the design of Footing:
• Fundamentals for the d...
Design of Footing| Isolated Square Footing:
• Design of Footing| Iso...
Continuous One way slab design: As per IS:456-2000: • Continuous One way sla...
Design of Sloped Isolated Footing: Part-1: • Design of Sloped Isola...
Design of Sloped Isolated Footing: Part-2: • Design of Sloped Isola...
Basic Recommendations for design of Two way slab as per IS:456-2000: • How to choose Two way ...
Design of Cantilever Slab: • Design of Cantilever S...
Design of One way slab: • Design of One way slab...
IS:456-2000 Recommendations for Design of Slabs: • IS:456-2000 Recommenda...
Design of Combined footing |Part 1| Size of footing: • Design of Combined foo...
Design of Combined Footing Part-2: • Design of Combined Foo...
Design of Combined Footing Part-3 | Design and detailing drawing: • Design of Combined Foo...
Steps to design of Shear reinforcement: • Steps to design of She...
Rules for design of the RCC beam As per IS 456-2000 : • Rules for design of th...
Types of shear reinforcement: • Types of shear reinfor...
Why shear reinforcement required ?: • Why shear reinforcemen...
Types of Singly reinforced beam sections: • Types of Singly reinfo...
Depth of neutral Axis and Moment of resistance: • Depth of neutral Axis ...
Stress strain relationship of Singly RC beam: • Stress strain relatio...
Bending Behavior of One way slab and Two way slab: • Bending Behavior of On...
Solved example of lateral load distribution forces: • Solved example of late...
Explanation of Center of Stiffness: • Explanation of Center ...
Explanation of Center of Mass with some examples: • Explanation of Center ...
Thanks mam. Very useful playlist. 🙂
Keep on uploading new videos.
God bless you
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.
Very clear explanation with suitable drawings. Keep uploading more videos madam.
Heartly thank you so much mam . I learn from video more clearly...love you mam
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!
Very good and that is with simple way ...Thanks...God blasted you
Thank you as per request .
explanation skills peaks 👌👌🤟
Very Useful video.. Thank you so much for it mam...
Last step - check for shear and deflection is not explained...!!!
thanks very much mam very nice explanation👍👍👍👍👍👍👍 you are the best
Explanation is very good mam
Nice and easy learning thank u
With high grade steel slab thickness is more. Is there any approved calculation method to reduce thickness
Such as using compression steel
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?
Best explanation
For getting reinforcement along the along span, the moment acting about the short span shall be considered......
Well explained
Addicted to your voice 😍
Tq so much ❤️
Perfect
thank you
Thank you
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
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?
Thanks maim🙏🙏🙏🙏🙏🙏🙏
Good teaching madam
Please make a video on two way continuous slab(framed structure) with clear span 4.5mx5.5m. in which one end discontinuous.
So good
Excellent video
Properly explained
Thanks for the video
Awesome
do we have %age value in IS code for slab.
Ma'am please suggest any video for determining type of panel from table 26
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?
Madam can this method be used for contenue slab as well
Please provide detailing of torsional reinforcement.
Can you pls explain also Slab calculation using NSCP 2015?
What is the page no of pt formula in is code
Is it is a limit state method
Thanku so much mam it helps me a lot
👍👍
Can anyone tell me the pg.no: in is456 for Chk depth? I can't find it
Why you are using table 26 for alpha x and alpha y calculations....can't we use Table 27?
Incase curve slab , what is the design
Luv u mam
What about deflection check...?🤔🤔🤔🤔
Earlier u took dia of bar for finding D as 10mm. But why u use 8mm dia afterwards
Plz mam make video column and beam design of 60x30ft
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) :czcams.com/video/ZbyadDc1aTA/video.html
You can watch this video tutorial
easy use sp 16 table for pt cal.
Y we take 3/4 ly please explain
in calculation ly the effective length will be 160-10 = 150 so ly = 5150
How you get mam this value ast=50.26
Mam more explanation Is required
Did you provide pdf of lecture??
35xmf....?
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
How you take lx/d ratio = 20 it is for one way slab not for two way slab??
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's an error po from the Wu =14.13? It should be 9.6375
A bit slow and i have doubt about ASTreq, ASTprovide, ASTmin ..please exlain differences . Tqs
Yess please explain it
How to take half x value 0.075
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.
Dear check for shear and deflection missing.
4000+280/2+280/2=4280 not 4230
Any changes in mf if we use fe500
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.
30x60ft slab design
How could be the eff span = 5.3
U told it 5.12
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There was a mistake when you calculating total load live load value is 4 not 1 then only ans 9.425
120mm overall depth ordinary providing
d=4000/(35x1.3x0.8)
=109.89
But how do you write
d=4000/(20x1.3)
35 is what value
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
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.
You have written - 4.65+0.8+1= 9.425 which is wrong. Pl make necessary correction.
how you calculating pt value, need calarificaion
13:00 put the values and u willget pt
don't just copy paste....solution is good but need more clear concept thank you
Step 5 not understand (reinforcement)
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
Load calculation is wrong ....it should be 4.625+0.8+4
You are too fast, make it in shower way so that you can be followed easily
Madam. Meru ఇంగ్లీష్ లో చెపితే మేస్త్రి కి ఏమి అర్ధం అవుతుంది. మీరు చెప్పేది మేస్త్రి లక లేక ఇంజనీరింగ్ వారికా?
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.