How to Detail A Two way slab using AutoCAD. Slab Detailing according t0 British Standard

In video, i am try to show how you can properly Detail a slab which can then be sent for verification.

[@shinyu2802]

Thank you so much! u explained everything/details very clearly. the best detailing video I found on youtube so far. Easy to understand and clear explanation.

[@structuralengineeringtutor574]

Thank you for watching. 🙏. Comments like these motivate me and make me create even better tutorials.

[@gabrielboahene1734]

Best detailing video I have seen on KZbin

[@structuralengineeringtutor574]

Thanks, i appreciate it

[@jeromeleal9182]

This is more like rebar cutting list. But in cutting list you need to add the development length of the bars. Thank you for your video, it helps me do cutting list for slab

[@structuralengineeringtutor574]

I am glad you found it useful

[@usmanyakubu5225]

Thank you Sir it's so educative. We need the Autocad file to learn from your work too.

[@structuralengineeringtutor574]

I am really sorry i have deleted that file on the tutorial. But you have alerted me with this. From now on, i will be keeping the files to share. But thank you for reminding this

[@tafadzwamusekiwa659]

Straightforward tutorial, kudos

[@structuralengineeringtutor574]

Thanks brother

[@nyakikayepersion3822]

You Did a great job

[@structuralengineeringtutor574]

Thank-you my friend

[@ekeneemmanuel2136]

I salut you from Nigeria

[@walterope3832]

Thanks for the wonderful video.

[@structuralengineeringtutor574]

Thank you too

[@charlesiserhien3440]

You designed the slab close to the stairs as a 2way slab. It should be a 1 way, hence only one main reinforcement. Also why designing for bars at the extreme when its not a continuous slab.

[@structuralengineeringtutor574]

The entire structure was designed as it should. However, during detailing, its on the designer to choose how to detail

[@adesokantitilope3152]

Well explained and detailed

[@structuralengineeringtutor574]

Thank you Sir.

[@SirKombabomba]

Super all round

[@structuralengineeringtutor574]

Thanks my friend

[@usmanyakubu5225]

Please checked your worked correctly the is one vertical bar is not detailed if i am not wrong. Thanks and hope my request will be giving due consideration.

[@structuralengineeringtutor574]

Yes you might be true. I didn't check. But it happens sometimes especially on a tutorial video where i focus more on explaining. I keep forgetting some things here and there. Thank you for pointing that out.

[@tshilombelirootsy1419]

IS BECOUSE OF THE WRONG CALCULATION FOR NUMBER OF BARS

[@tshilombelirootsy1419]

when I check your drawing is wrong your grids are off-center from the columns and your columns and beams are not aligned correctly that why you failed to get 5700 and got 5697 you. the beam width and the column width must be the same so as they share the same effective length, 2 .when we do detailing we detail from the concrete cover in yours slab there is no concrete cover which is 30mm for 12mm bar. 3 Your bar calculation formulae is wrong it must be 5697-2(30)= 5637 divide by 250mm +1 spacing but for Y12 We use 200 C/C THEN 250 for Y16 as distribution bars. if you didn't add 1 it means what you have is spacing not Number of bars. your grid numbering must start from top to bottom a-c and right to left. that's the British standard.

[@structuralengineeringtutor574]

Noted

[@titusmunene3739]

what if its how the engineer has carried out his annontations from bottom to top for the A-C grid and right to left for the 1-3 grid??

[@georgegooden2475]

music is LOUD and distracting. could hardly hear anything

[@structuralengineeringtutor574]

My bad. No music on future videos

[@victormwaluma9670]

Bottom 1 was interchanged

[@structuralengineeringtutor574]

No it wasn't

[@tshilombelirootsy1419]

correction and attention my brother

[@structuralengineeringtutor574]

I agree

[@yousifkabooro8410]

Ap ki vdo m sound both h

[@structuralengineeringtutor574]

Hello, English please. But thank you for the comment

[@Mr.P539]

Music is annoying...imagine yourself listening on a lecture with annoying music.

[@structuralengineeringtutor574]

Noted Sir

[@anishkalkura1800]

Wtf is that background music