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

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

Рет қаралды 34,915

2 жыл бұрын

#civilengineering #slab #online
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Пікірлер: 34

@DEBU7501 2 күн бұрын

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

@civilengineeringbyshravan9596 2 күн бұрын

Most welcome 😊

@edouardolucienobototsara8732 2 жыл бұрын

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

@ragibaslam3998 2 жыл бұрын

Hat's off for your Effort Sir

@mohannaik-tf2ff 5 ай бұрын

Thanks for the information

@civilengineeringbyshravan9596 5 ай бұрын

My pleasure

@GautamKumar-zc5uf 2 жыл бұрын

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

@saumilgupta2383 Жыл бұрын

thanks a lot sir explained well

@GautamKumar-zc5uf 2 жыл бұрын

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

@souvik.fingtore 8 ай бұрын

🤩

@saranshjoshi3167 2 жыл бұрын

great

@aaryaveerjadhav70 18 күн бұрын

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 17 күн бұрын

All the best ! I will update if any

@VishalSharma_15 Жыл бұрын

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

@yaseenpatel3872 Жыл бұрын

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

@n.yenegure9767 5 ай бұрын

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?

@chandankumarmajhi3150 2 жыл бұрын

Pls provide the PDF 🙏

@nasirahmadkhairi4550 Жыл бұрын

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?