Bar Bending Schedule of Simply Supported Beam | How to Make BBS of Beam|
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- Опубліковано 5 чер 2020
- Today In this video I will Teach you Full Bar Bending Schedule of Simply Supported Beam in 13 Minutes. You should know to prepare Bar Bending Schedule of Beam that we have In column Given Data:
Description of Beam
Shape of Steel
Nos of Steel
Length of Steel
Total Length of Steel
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Thank you so much bro very good information
Thanks so much bro. May Allah reward u abundantly. U r of much help. Keep doing what u r doing. U r my go to for structural design tutorials.
Very good information for a layman. This will be useful for the owner to cross check the Engineer's calculations.
Loving Your Entusiastic & Spirits, Sir.... Love From India.... Watching, downloaded Ur All Videos....
Thank you so much for the real value I really appreciate it.
I appreciate your instructional Technique.
Clear and Concise Information Great Work 👌
thank you for this video sir this is a very simple meathod for bar bending shedule and i can easily calculate the weight and length of beam nd i hope all videos are same videos like this video
Very nice video sir,with good explanation and presentation...
Sir, Beautiful structural analysis.
Sir your teaching method is very good
Appreciate the presentation, very educational and helpful.
Sir ,,,,,this video's are uploaded,,... love so much sir..... Super sir.....
Sir, super analysis of structure in easiest fashion tq sir.
Thans for the information
Thanks. Made clear all in simple words
Thank you sir! awesome teaching style🧡🧡❤❤
Great way of teaching
Your lecture is wonderful.your calculate Everything is ok but stirrups 2 side bend have is true,therefore stirrup length deduction 2d .i mean 12d-2d=(12*8)-(2*8)=96-16=80 is Wright length of stirrup.thank you so much bro really I like your topics.
Bro why do we need deductions
Super explanation
Love From 🇮🇳 India....
Thank you.
Thank you so much sir ☺️
Thanks sir!
gooooooooood
Very good explanation good one bro👍
Thankyou so much 🙏
Sir Thanks For Teaching 👍🏻👌🏻
Thanks for the lesson. I would like to know how you would consider overlaps in situations where the beam length is more than 12 m
Max beam length is 6m, 12m the beam will collapse, you need another column or pre tensioned beam
God bless you
Thank u so much for the lesson bhaiya
I love
Useful vedio ☺️
Thank U 😘
Thank you for the video
Excellent sir
Manana Rorjana. yo dwa suggestions darkom, che da setup mamuli shan improve ka, lighting, camera etc, o page logo, intro etc, no 1st class ba shi 👍(Wish u the best from UET Peshawar)
Sir you are real Engineer
Tank you SIR
Good informtion 👌👌👌
Thank you so much, learned alot. however please check the video you released on 7 February 2019, the formula for hook of strip is different, its 9D rather than 12D, Im bit confused???
⭐⭐⭐⭐⭐
Thanks brother
Really good please make one video for slab and columns
I doubt, regarding development length and lenth of bottom bar. Development length is considering by adding 40d from the face of column on either side but you are considering 12d for bend up portion and sayings development length. Another thing, is it not required to calculate crank up lenth of two bottom reinforcement? Please make clear?
Thank you
Awesome.
Really Thank you Sir
Very helpful
Appreciated
Hj. Bro.
When calculate length of stirrups, you must subtract the length when we bend at 4 angle.
Thank you 😃😃
Very good video
For calculate the No of stirrups=Beam Length/centre to centre spacing of stirrups of stirrups +1.
Not plus 1 dear this is practical from my personal experience.. This is not Slab
@@CivilEngineerss The spacing of stirrups is 0.3m=300mm=11.811 inches. How can it possible ?
Which code you prefer for the "L" length as 12d?
Thanks
Hi engineer my question is abour the farmulla of lenght of end of bottom bar 12d what about if the bar dia is 20 it will be 20d or the same 12d for 20 bar dia thanx
In practice it is required to deduct 5 nos corner bend lengths(3 corner+2hooks) from the total length of a Stirrup...is it?
👍
Hi mate, when calculate stirrups length i think you should deduct 40mm from 500mm then answer is 460mm not 420mm,could you talk about it please.cheers
Sir if we are subtracting clear covers of concrete, then y didn't we subtract bar dia for the main bars and stirrups..
Sir what about subtraction of bends in stirrups?
for a beam should the concrete cover be 30mm or 40mm
Sir , do we require band deduction in stirrups length.
Good
Clear Height between plinth beam top and roof beam bottom-11 feets
Zone-A-11/4=33 inches
Zone-B-11*12-66=132 -66=66 inches
There are 6 bars 16mm@4,12mm@2
At zone B top- 2 no of lappings
At zone B middle(30 inch below top lapping points)-3 no of lapping
At Zone B bottom (30 inch below middle lap point)-1 lapping
Whether the above arrangement is allowble?
Whether lintel tie beam can be provided any zone?
What if lintel tie beam falls on zone-A top area?
Thank you very much for a wonderful video, guys you can see😂😂
Sir,what is the best method of rod distribution in slab? How to provide rod in slab in details ?
one best lecture any one understanding including illiterate
When the bean roads (steal bar)we buy as 6mrs but we need 6,608 so how do we join the steal bars?
Sir
In Calculation of stirrup length ....do we subtract dia of stirrup steel or not
good Class Sir
And how is the distance between the buttons bar I mean the space between the four bars or how did we get four bars and the top bar two
isn't for beam cover should be 25mm to find stirrups?
If u take 12D then the parameter will be like this 2(a+b)+2(12d)
However the a will be 312
And b will be 412
The stirup will be 1.640m
Bar bending schedule for dog legged staircase please post video sir
Pls tell about 1 way and 2 way slabs
Yar Khan plz next video ma Urdu ya Pushto ma bat krna
Is Beam clear cover 25 mm
Sir beam ka clear cover b 40 mm add kiya hai ap ny kya wo 20 mm add nhi krna tha
You forget deduction length of bend sir ( cutting length is(total length-no of bends *2d)
Very good
How do you determine the depth of beam if the length is 7.7m ?
Also do you have to use 4 bottom bars and 2 top bars or does that change also ?
So my project has beam running across 4 columns I🔛I🔛I🔛I .. ( 🔛 = 7.7m)
The maximum length of the beam is 6m
is it 7.7m clear span you mean? i. e Total lenght of beam on the 4 supports is 7.7 x 3 = 23.1m or total lenght of 7.7m. You can do a sketch to clarify.
@@timothyogbechie2610 yes
7.7m each piece of beam continuous resting on 4 columns equally spaced. It’s an open plan office
L /15 FOR SSB. L/( NOT GREATER THAN 20 FOR SSB) REFER IS-456
7700/15 = 513MM (or) 20.53 in (or) 1.7 ft... to check its safe or not go for BM calculation
Bottom bar mein 12d ki jaga 8d add hoga 90 degree ka bend hai
Explain BBS for cranked bars
Why are we not considering bent up bar here?.. isn't that should be include for doubly reinforcement beam
Nos of stirrups is total distance/ c/c distance of stirrups + 1
Show design of steel plan forfoundation
Does fixed beam or simply suported beam are same...??
Sir video quality is missing plz focus on my request ... sir plz do videos on highway engineering experiments
Maybe you should assume your column size bigger than 20cm as you have span length of 6meters. An architect suggests
What do architects know about column size calculation?
Please do this for continuous beam
Please add one on the number of strapp.6/0.3 +1
Keya development length clear span sy ham 50D nahi le saktay
Can you teach us about Estimation and billing
Billing you must convert total bar length with tonne, price is per tonne
While calculations of length of stirrup why not deduct bend..?
Sir plz share RCC steel design
Sir rules for g+1;g+2 can be used for this method
For calculating stirrups you should minus the cover about 25mm on one side. 40mm u cannot do for the beam.
Lol this is 500x400 column size go to site Than u will see
@@CivilEngineerss on site for 500x400 there should be center bars as well and coverfor beam should be 25 mm minmum so you can have 40mm but 25 mm is also legit
@@CivilEngineerss Aslm. Why did we not add 1 in qty (Nos) of stirrup ? Thank U