Design of Two Way Slab Detailed Description ( Numerical ) | RCC Strcutures | IOE

[@sajidahmedsyed3256]

ur's are best concept oriented lectures

[@civilconst]

Thanks.

[@warmthofblaze8788]

Superb😍😍😍

[@srushtissathish3808]

U explained everysteps ! Tqit was helpful

[@civilconst]

Thanks

[@mmhrony7863]

@@civilconst hello

[@jeeva5211]

Presentation good. Concept clear 👌👌👍

[@civilconst]

Glad you liked it

[@poojaabk9070]

Great job. Can u explain how u got dx, dy pictorially for more clarity!!

[@raviyadav-oh8hn]

Excellent work bro

[@civilconst]

Thank you! Cheers!

[@vikeshtalda1069]

Amazing ❤️

[@civilconst]

Thank you! Cheers!

[@bhaskarraodee1743]

i think it is discontinuous in case 2 in IS Table 26 but it is written as one short edge continuous

[@jeeva5211]

Yes

[@Civil_engineering89]

for rest spans we have to calculate different steel or we can follow the same

[@sarojshah7875]

bhai aapki charan kaha hai. thank you so much guruji

[@civilconst]

Welcome bro

[@sarbagyaadhkari6159]

i think span to effective depth ratio for continuous slab should be 26 as the shorter span is not less than or equal to 3.5m and live load is not less than 3kn/m^2......32 is possible if the span to effective depth is less than or equal to 3.5m and live load is less than 3kn/m^2 as mentioned in clause24.1 is 456:2000

[@learners3481]

Yes bro this must be exactly

[@pranavparab1579]

Sir can you please tell where the deflection formula mentioned in is code

[@bishowregmi7262]

I just wanna ask if a continuous slab has 1m cantilever slab at discontinue edge will it be interior slab or discontinue slab

[@civilconst]

If there is projection there will be moment near edge so treat it as interior one

[@dilkhushjha]

How to merge between 280mm to 240mm variation thickness of rcc slab pavement on site drawing

[@footballarena4489]

How to calculate actual modification factor and required modification factor?

[@madanpoudel430]

why you considered simply supported case while calculating effective span which is not mentioned in the question

[@civilconst]

Assumption as we will be in safe side considering simply supported. The ratio is smaller for it as compared to continuous.

[@astrude4623]

suscribed

[@civilconst]

Cheers

[@muruganmuthusamy9976]

Fine

[@civilconst]

Cheers

[@salimprajapati6627]

for αx and αy, ly and lx values should not be taken as effective span , it should be the given dimension which is ly=5m and lx=4m. There wouldnt be much difference but mistake is mistake.

[@civilconst]

yes for sure

[@ManishDhungana-cj3kv]

are you sure?IF this is true,many questions will have exact value and interpolations shouldnot be conducted for B arch students.Please mention the source.

[@harishjoshi3033]

How to do crack width check?

[@civilconst]

See this one kzbin.info/www/bejne/mKLdo3R6Yqd9qdU

[@roshanpalikhe6379]

Why Check is to done at area corresponding to max bm only ?

[@civilconst]

slab is designed for moment only not shear so

[@roshanpalikhe6379]

@@civilconst in book check is done at different ast Shear checked at long span Deflection at short span Development length at short span Will it be wrong if i checked everything at ast corr tomax bm only

[@palak6513]

I am diploma student bt l am not understand that check only Sher and deflection that's my solution is write

[@terminator19111]

how did u take gamma as 2 in deflection check

[@civilconst]

According to code

[@ayumibien8514]

What code did u use

[@civilconst]

is 456:2000

[@nasserowaid8774]

How i contact with you??

[@civilconst]

you can contact me on instagram @civil_const

[@aayushrjl]

please ma video on detailed reinforcement plan and section

[@sureshparajuli8228]

spacing x -ve 150 mm spacing y-ve 175 mm spacing x +ve 200 mm spacing y +ve 225 mm

[@civilconst]

Suresh Parajuli Provided as per span length respectively

[@anandkotnoor3872]

Sir how did u get these spacings ?

[@pranav717dey]

It is most incorrect method I have ever seen of designing a two way slab , this is not is code method , please stop making people fool by solving it in any way you want . Mostly all your concepts are incorrect , read is code and some standard book rather than making a method of your own !

[@civilconst]

Please point out the incorrect concept which you found. Don’t make such comment if you don’t find your typical approach in the solution.