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.
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
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
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.
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.
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.
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.
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Excellent explanation !! You made it easy to understand.
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.
Thank you for watching. 🙏. Comments like these motivate me and make me create even better tutorials.
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
I am glad you found it useful
Best detailing video I have seen on TH-cam
Thanks, i appreciate it
Thank you Sir it's so educative. We need the Autocad file to learn from your work too.
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
You Did a great job
Thank-you my friend
Straightforward tutorial, kudos
Thanks brother
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.
The entire structure was designed as it should. However, during detailing, its on the designer to choose how to detail
I salut you from Nigeria
Thanks for the wonderful video.
Thank you too
music is LOUD and distracting. could hardly hear anything
My bad. No music on future videos
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.
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.
IS BECOUSE OF THE WRONG CALCULATION FOR NUMBER OF BARS
Well explained and detailed
Thank you Sir.
Bottom 1 was interchanged
No it wasn't
Super all round
Thanks my friend
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.
Noted
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??
correction and attention my brother
I agree
Ap ki vdo m sound both h
Hello, English please. But thank you for the comment
Wtf is that background music
Music is annoying...imagine yourself listening on a lecture with annoying music.
Noted Sir