Complete RCC Slab design as per IS 456-2000 code | manual calculation | two way slab design | online

#civilengineering #slab #online
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[@edouardolucienobototsara8732]

Thanks a lot for your explanation my dear because you help us to understand the main idea about this course

[@ragibaslam3998]

Hat's off for your Effort Sir

[@saumilgupta2383]

thanks a lot sir explained well

[@GautamKumar-zc5uf]

Sir, If you designed for 2-way restrained slab then we also check for shear stress, development length and also give torsion steel

[@n.yenegure9767]

Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?

[@GautamKumar-zc5uf]

Sir, please do video....on slab,beam, column. Thanks for sharing Sir

[@saranshjoshi3167]

great

[@nasirahmadkhairi4550]

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?

[@memeball07]

Is this same as designing roof slab?

[@souvik.fingtore]

🤩

[@mohannaik-tf2ff]

Thanks for the information

[@civilengineeringbyshravan9596]

My pleasure

[@yaseenpatel3872]

video is incomplete pls provide main steel and dist steel diagram sir 🤔

[@chandankumarmajhi3150]

Pls provide the PDF 🙏

[@marutipete3831]

Alpha x and y how to find it

[@VishalSharma_15]

Please provide detailing of this slab as per calculation and rest everything is good only missing part is the detailing in the end

[@gauravkotkapura7894]

sir what is b in this equation

[@jatin1883]

Can i get this pdf?

[@vibhawarijadhao640]

Did you forget to add minus sign in calculation of support bending moment ???

[@aibansharailyngdoh8608]

Where is the diagram for this

[@UmarAli-tb5jc]

Staad pro connect

[@daljitkumar6865]

Plz provide pdf

[@civilexplorer7038]

Check for depth M formula is wrong. We have take 0.133*fck*b*d2 for Fe500 & not 0.138

[@ahmedabduraheimmoalim344]

Bro can U send me this Pdf

[@rahmatullahfaizan5695]

How can I get this pdf?

[@civilengineeringbyshravan9596]

once pin to my mail

[@raghu7881]

Ast calculated using the mentioned formula is wrong