Lesson#8 Design of an RC Slab

[@SoulaimanMershed]

Great job!

[@ashimsaha1008]

Hi, thanks for the video. in my practice lesson, there is double layer same reinforcement is showing. not alternate bar cranked reinforcement. may you help me about my problem.

[@martinm9813]

How about the end conditions of the slabs?

[@gokhangul5529]

👍👍👍

[@dhanushraajd]

how do we get the detailing of the connections (joints)(beam-beam; Rc slab-beam; beam-column....)

[@tito_tito_gorgorito]

Hi, thanks for the video. I have a question: The top reinforcement showed a hole in the middle of the slap, because there's no need for reinforcement in that area. But the slab must have a minimum % of steel bars in the complete section, in both top and bottom. How can it be done? Thanks

[@HieuNguyen-nn7xx]

the minimum % of steel if for full section, then the bottom steel solved that problem bro

[@calvoh9715]

why would a slab need top reinforcement where there is no support? this video confuses me.

[@welkelbg10]

I repeated the lesson as practice but on my drawing the reinforcement description is not showing. Any idea why that is?

[@UmairAhmad-np7yy]

Hi dear
I'm using tha same procedure as u followed but the meshing is not appearing in my structure and as a result ,for the provided reinforcement option slab in not appearing in the window.

[@safaashawi2616]

Is mx the moment that parallel to x direction or perpendicular to
as well as the reinforcement in x direction should parallel to x axis or not

[@lasaint1146]

Do you have an example where you calculate punching shear action in slabs?

[@RadfanOjailah]

Not yet, but I'll make one very soon

[@nancymaruti5374]

Did you do your slab as a curtain wall or a shell?

[@amosbanda9657]

I Saw he changed all slabs to shell in previous lesson.

[@engineerbadrisenan3977]

Design two way

[@sjeen902]

ليش ما تسلم بدل كلمة هاي ً مبدع بالشرح