Thank you. Ive been mainly working in groundworks with highways and drainage. Ive got a new position self employed that involves a lot of reinforced concrete. This helped a lot. Please keep the videos going mate!
You have to think that many of those watching your video are not native speakers. They are bigheads like me in both English and civil engineering. Many thanks
Nice video. I understand that your video is for the UK construction industry, but it looks initially difficult to read a rebar drawing when all the lines have the same weight.
Thanks Argiris! You're right rebar should have the biggest weight, maybe it's not too visible on this drawing but there are different weights on it too. Videos are not only for UK, but most of information is taken from UK construction sites so they show UK 'real life' 😁 construction site.
Great video, thank you! I'm confused as to what Type H rebar is though, according to BS 4449:2005 are the grades not either A, B or C depending on the rib pattern?
41 box bar , 51 standard link 63 double or security link , 33 sausage link 👊, each bar mark with same shape and dimensions is bundled together max 2 t per bundle so painful for fixers when comes to digging, very often it’s better for them to say they are missing. Each load is weighed once complete and always should be under as steel is under rolled.👊
Yeah😁 I know the story with missing bars and then full skips of steel going out the site. Think it changed already, or will change any soon with the current steel prices.
@@SITENG yeah even scrap price went up and companies are short with stock on some diameters . I think only Celsa and Liberty in the Uk rest is import Megasa ect.
gypsum supports,starting from LS , long span goes first as a 1, then the short spans SS vertically as a 2, then followed by chairs,after that verticals SS as a 2 and then the horizontal long span LS as a 1, concluding the 1-2,2 -1 rule on the slabs? LS ,SS (chairs) SS ,LS
Harry, not really sure what exactly you want to know. Slabs - first is B1 then B2 ( B3,B4.. - depending how many bottom layers), second - chairs installation so the top mat can be installed then T2 (or T4 depending on how many top layers) - with this top layer all column shearlinks should be installed not leaving it for the very end (which almost always happens). Please also note while installing bottom and top there might be separate drawing for extra/additional bars and these have to be installed as you progress.
My understanding was the LS long span is the outer coat,SS short span is the inner coat,even vertically since it wouldn't make a solid structure if you install on a slab vertical rebar first. I am basically trying to see if I am missing something. Like we put first the long horizontals -long spans and on top you put the smaller vertically ,considering the weight also as a factor. Thank you sir/Siteng for your time,your videos are an oasis!
Hi Rajarshi! Bends are minimum allowed and hook length and shape depends on the load acting on the element (reacting forces inside the element), all this you will find in Eurocode2
Closer to first one:(second ex. is definitely wrong) 2x32-01-150 T&B, but why not keeping B and T separate?? Remember on sites ppl work with A3 drawings and even simple rebar drawing is much better when separate
Hi Houssam! Will do my best, but can't promise when 😊 Very busy now at that new project, lots of new procedure etc., but once I am on top of it will do something about it. For now please see my construction site videos covering these elements.
When reading the plan how do we read it more effectively, I dont understand what to put 1st ,2nd , 3rd, 4th ....COULD YOU EXPLAIN THIS SO we have an engineers eye on the subject, the drawings.
Hi Aboalmaail! Unfortunately I can't, but I am working on my own ones and will share them when ready (I must confess I am a bit lazy with it and still a lot of work, but I promise they will be ready)👍👍👍
@@Kennedy-f5q TBH I am not sure what software is used mostly for structural analysis. It depends on the company. Definitely it's worth to know Revit, or Tekla
Amazing video ! Would be very helpful to continue this series for us student/upcoming engineers.
Hi Khalid! Happy you like it 👍👍 Will be continued definitely 😁
Thank you. Ive been mainly working in groundworks with highways and drainage. Ive got a new position self employed that involves a lot of reinforced concrete. This helped a lot. Please keep the videos going mate!
Great to hear that and happy to help, there will be more coming soon about the rebar 👍
Thanks man! the light just clicked!
Excellent. Your channel is very helpful.
Thank you!! 👊
Just what I needed to be explained. Your are the man
Thanks JP, happy to help 😊
You have to think that many of those watching your video are not native speakers. They are bigheads like me in both English and civil engineering. Many thanks
Thanks for comment Marco! Will try something in future videos 😁
Very interesting thank you for sharing.
Happy you like it Zen and thank you for commenting!
1 video more please details slab droing tanks
there are some about the slab on the channel, please have a look. Also, there will be new 2024 series about the rebar soon
Thank you.
Thanks for another comment 😁 👍👍
great video, thanks
Thank you Lidia! Glad you like it 😊
Your the best plz help us with things like water proofing, stairs and lifts
Thank you Khalid! I can't promise I will do a video about it soon, so let me know what do you want to know :)
Hi Greg do you have any video/photos of the Sheer Rails install..... Great channel by the way.. 👍
Unfortunately not, hope you'll find something online
Nice video. I understand that your video is for the UK construction industry, but it looks initially difficult to read a rebar drawing when all the lines have the same weight.
Thanks Argiris! You're right rebar should have the biggest weight, maybe it's not too visible on this drawing but there are different weights on it too. Videos are not only for UK, but most of information is taken from UK construction sites so they show UK 'real life' 😁 construction site.
Very interesting and well explained as always 👍😊
Thank you Edi 😁
Sorry i want to know what's meanig this code N/A in reinforcing steel properties? Greet for u
N/A is not applicable
Concrete grade C35/45
What is 35 ? And 45? Please explain
it's compressive strength of concrete, one is for a cylinder (150x300) sample and the other is for cube (150x150). Ccyl35, Ccube45 -----> C35/45
Great video, thank you! I'm confused as to what Type H rebar is though, according to BS 4449:2005 are the grades not either A, B or C depending on the rib pattern?
It's not a grade 😁
Hi
Hi👋
41 box bar , 51 standard link 63 double or security link , 33 sausage link 👊, each bar mark with same shape and dimensions is bundled together max 2 t per bundle so painful for fixers when comes to digging, very often it’s better for them to say they are missing. Each load is weighed once complete and always should be under as steel is under rolled.👊
Yeah😁 I know the story with missing bars and then full skips of steel going out the site. Think it changed already, or will change any soon with the current steel prices.
@@SITENG yeah even scrap price went up and companies are short with stock on some diameters . I think only Celsa and Liberty in the Uk rest is import Megasa ect.
Crazy times now, hopefully it gets to normal 😁
@@SITENG yeah for sure please hit me up on LinkedIn I applied for crane job on Hinkey 👊
gypsum supports,starting from LS , long span goes first as a 1, then the short spans SS vertically as a 2, then followed by chairs,after that verticals SS as a 2 and then the horizontal long span LS as a 1, concluding the 1-2,2 -1 rule on the slabs?
LS ,SS (chairs) SS ,LS
Thank you sir!
Happy holidays
Harry, not really sure what exactly you want to know. Slabs - first is B1 then B2 ( B3,B4.. - depending how many bottom layers), second - chairs installation so the top mat can be installed then T2 (or T4 depending on how many top layers) - with this top layer all column shearlinks should be installed not leaving it for the very end (which almost always happens). Please also note while installing bottom and top there might be separate drawing for extra/additional bars and these have to be installed as you progress.
My understanding was the LS long span is the outer coat,SS short span is the inner coat,even vertically since it wouldn't make a solid structure if you install on a slab vertical rebar first.
I am basically trying to see if I am missing something.
Like we put first the long horizontals -long spans and on top you put the smaller vertically ,considering the weight also as a factor.
Thank you sir/Siteng for your time,your videos are an oasis!
While calculating the BBS of a stirrup,what is the bend allowance you generally consider (Say steel dia is 10 & 12 mm). What about the hook length?
Hi Rajarshi! Bends are minimum allowed and hook length and shape depends on the load acting on the element (reacting forces inside the element), all this you will find in Eurocode2
What is the standard way to write the bars if there same bars in top and bottom (EACH 32)
. Ex. 2/32 T12 - 01-150 T&B OR
64T12-01-150 T&B
Closer to first one:(second ex. is definitely wrong) 2x32-01-150 T&B, but why not keeping B and T separate?? Remember on sites ppl work with A3 drawings and even simple rebar drawing is much better when separate
can you make video of steps used for steel installation (beam, column...) in construction project compared with blue print, thank you
Hi Houssam! Will do my best, but can't promise when 😊
Very busy now at that new project, lots of new procedure etc., but once I am on top of it will do something about it. For now please see my construction site videos covering these elements.
@@SITENG okey, thank you for your reply
no problem😁
Can you explain about sponsership job for international students
Hi Sourav! Still working on that video, getting all the info, but I promise you will see it here soon 😊
thanks for details, please where I can download the steel reinforcement drawing, thank you
Hi! Not ready yet, send email to siteng.community@gmail.com and when ready will send you this. For now I'll try to send you something anyways :)
Hello Sir,
I hope you will be fine and happy,
Which grades are use for steel strength in BS system ?
Grade B, rebar typically B500 A/B/C
When reading the plan how do we read it more effectively, I dont understand what to put 1st ,2nd , 3rd, 4th ....COULD YOU EXPLAIN THIS SO we have an engineers eye on the subject, the drawings.
Thank you Siteng
Hi Harry! Please have a look at the other comment response and let me know if that was what you were looking for 😁
@@SITENG To Siteng and the future community of engineers and learners-I believe this site can make a difference-happy holidays and Merry Xmas!
Thank you Harry👍👍👍 Merry Xmas!!!
Nice drawings, can you share the pdf.
Hi Aboalmaail! Unfortunately I can't, but I am working on my own ones and will share them when ready (I must confess I am a bit lazy with it and still a lot of work, but I promise they will be ready)👍👍👍
Which contry use the this drawing
Hi, these are UK drawings
What software do you use for your structural designs?
I am not in structural design now, that was long time ago 😁
Uhmm But which structural softwares will you recommend for someone hoping to work in the UK
@@Kennedy-f5q TBH I am not sure what software is used mostly for structural analysis. It depends on the company. Definitely it's worth to know Revit, or Tekla
hey man what is your website called?
siteng.co.uk
Sir, please speak slowly 😅☺️
Hi! you can slow down on YT if you need, I will try on the next videos 😁
@@SITENG thank you..but need to learn building construction. at present i working construction site in Malaysia
Very interesting but the guy and video are speaking too quicky and for foreign people that is a big problems.
Thanks Marco! Will try to be better at this and you can always slow down YT a bit - speed to 0.75😁
Thank you.
No problem 😊
Hi
Hi!