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

#civilengineering #slab #online
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[@DEBU7501]

That's the video I was searching for my government interview preparation..thank you..🙏

[@civilengineeringbyshravan9596]

Most welcome 😊

[@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

[@mohannaik-tf2ff]

Thanks for the information

[@civilengineeringbyshravan9596]

My pleasure

[@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

[@GautamKumar-zc5uf]

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

[@aaryaveerjadhav70]

thanks sir i have 4 + year experience but fro maternity reason i skip my career for 7 year but right now i looking rejoin so please recommend me any opening or requirement i really finding my job.

[@civilengineeringbyshravan9596]

All the best ! I will update if any

[@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?

[@yaseenpatel3872]

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

[@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?

[@saranshjoshi3167]

great

[@souvik.fingtore]

🤩

[@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

[@civilexplorer7038]

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

[@chandankumarmajhi3150]

Pls provide the PDF 🙏

[@Entertainment-tr5gl]

Sir can you give link of this pdf please sir

[@civilengineeringbyshravan9596]

Available in description check

[@memeball07]

Is this same as designing roof slab?

[@Revti1418]

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

[@gauravkotkapura7894]

sir what is b in this equation

[@marutipete3831]

Alpha x and y how to find it

[@jatin1883]

Can i get this pdf?

[@aibansharailyngdoh8608]

Where is the diagram for this

[@raghu7881]

Ast calculated using the mentioned formula is wrong

[@rahmatullahfaizan5695]

How can I get this pdf?

[@civilengineeringbyshravan9596]

once pin to my mail

[@Entertainment-tr5gl]

​@@civilengineeringbyshravan9596 sir how to get pdf

[@UmarAli-tb5jc]

Staad pro connect

[@ahmedabduraheimmoalim344]

Bro can U send me this Pdf

[@daljitkumar6865]

Plz provide pdf