Bar Bending Schedule of Simply Supported Beam | How to Make BBS of Beam|

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

[@javanbenard3893]

People like you can make the world a better place. No matter which words I use, I would never be able to fully express my appreciation to you. All my lips can say to you right now are the words, “thank you”your rewards are in heaven safety 💓,you saved my life 🙏🙏

[@STREET_FOODY]

The best sentence "assalamu alaikum beautiful people " 😍😍😍 love from 🇧🇩🇧🇩

[@RelationshipMatter]

Thank you so much for your selfless kindness to us. I personally cannot thank you enough. May you live long in good health.

[@masutthe_gooner3356]

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.

[@naths1229]

Very good information for a layman. This will be useful for the owner to cross check the Engineer's calculations.

[@sahilarfan4262]

Loving Your Entusiastic & Spirits, Sir.... Love From India.... Watching, downloaded Ur All Videos....

[@infinitycapitalltd.2617]

Clear and Concise Information Great Work 👌

[@donatematter6465]

Sir ,,,,,this video's are uploaded,,... love so much sir..... Super sir.....

[@justarandomperson3288]

Sir, super analysis of structure in easiest fashion tq sir.

[@stephankiapo4273]

Thank you so much for the real value I really appreciate it.

[@justarandomperson3288]

Sir, Beautiful structural analysis.

[@rahuldhiman8038]

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

[@chamikarasiriwardana7585]

Thank you sir! awesome teaching style🧡🧡❤❤

[@patricknumi-ns5lr]

Appreciate the presentation, very educational and helpful.

[@being_rajput_rachit.up7814]

Very nice video sir,with good explanation and presentation...

[@gulfamkhanofficial9604]

Sir your teaching method is very good

[@FidaHussain-zn9se]

I appreciate your instructional Technique.

[@farmanmuhammed8733]

Great way of teaching

[@sahilarfan4262]

Love From 🇮🇳 India....

[@hightechkheti3237]

Thanks. Made clear all in simple words

[@veersingh-ry7xu]

Very good explanation good one bro👍

[@luckymungunda4573]

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???

[@phyohtetkoko929]

Sir Thanks For Teaching 👍🏻👌🏻

[@eng.mominulhaq8838]

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.

[@abdullahiahmedmohamed3925]

Bro why do we need deductions

[@snehaciv]

Which code you prefer for the "L" length as 12d?

[@mohandas1889]

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?

[@ugandhar.s4950]

Good informtion 👌👌👌

[@mohamednayeem5377]

Thank u so much for the lesson bhaiya

[@funwithmawoo]

Useful vedio ☺️
Thank U 😘

[@gurushantgowdapatil2141]

Sir you are real Engineer

[@atchyuthbayana7186]

Thank you so much bro very good information

[@kaleshbnk3643]

Super explanation

[@itxjawad1023]

Excellent sir

[@brianmuwulya4913]

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

[@puterizahra2234]

Max beam length is 6m, 12m the beam will collapse, you need another column or pre tensioned beam

[@santramkosaria9034]

Sir , do we require band deduction in stirrups length.

[@top5ve]

for a beam should the concrete cover be 30mm or 40mm

[@bufaris3576]

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

[@suneelganti4968]

Sir if we are subtracting clear covers of concrete, then y didn't we subtract bar dia for the main bars and stirrups..

[@noushadr6920]

In practice it is required to deduct 5 nos corner bend lengths(3 corner+2hooks) from the total length of a Stirrup...is it?

[@isaacamoateng6827]

God bless you

[@hdcontractor1060]

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

[@samuellastimoso48]

Thank you for the video

[@quangdunginh3610]

Hj. Bro.
When calculate length of stirrups, you must subtract the length when we bend at 4 angle.

[@user-fc4jw7wf9q]

When the bean roads (steal bar)we buy as 6mrs but we need 6,608 so how do we join the steal bars?

[@Fundamental_Gospel]

Sir,what is the best method of rod distribution in slab? How to provide rod in slab in details ?

[@harish_09887]

Thans for the information

[@ersathishkumar]

Thank you so much sir ☺️

[@ngotrihieu1]

Very helpful

[@mahaboobsubhani6758]

Sir
In Calculation of stirrup length ....do we subtract dia of stirrup steel or not

[@asmamawamsalu9833]

Really Thank you Sir

[@mansoormajeed2661]

Really good please make one video for slab and columns

[@abdulrahumanmohameduwise202]

Awesome.

[@MuhammadKhan-os8or]

Sir what about subtraction of bends in stirrups?

[@fraoltadesse584]

Thanks sir!

[@sampangibalakrishna5276]

Thanks brother

[@dulhapur]

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?

[@somasekhargollapalli8011]

For calculate the No of stirrups=Beam Length/centre to centre spacing of stirrups of stirrups +1.

[@CivilEngineerss]

Not plus 1 dear this is practical from my personal experience.. This is not Slab

[@mostafizarrahman7584]

@@CivilEngineerss The spacing of stirrups is 0.3m=300mm=11.811 inches. How can it possible ?

[@ransfordfrance2343]

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

[@nagavamsikrishnakarpurapu803]

Is Beam clear cover 25 mm

[@husnainraza3297]

Sir beam ka clear cover b 40 mm add kiya hai ap ny kya wo 20 mm add nhi krna tha

[@theogenendagijimana8121]

Thank you.

[@hexortime]

Very good video

[@layansaleh2986]

gooooooooood

[@muhammedtaslimkadiwala1283]

isn't for beam cover should be 25mm to find stirrups?

[@rexytc1477]

Thankyou so much 🙏

[@MuhammadQasim-lv1nr]

Keya development length clear span sy ham 50D nahi le saktay

[@civil53world]

Thank you 😃😃

[@babarafridi220]

Appreciated

[@jobinjohn5922]

good Class Sir

[@Sohaib1911]

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)

[@ksd2tvc432]

Thank you

[@sangeetha3245]

Pls tell about 1 way and 2 way slabs

[@kedirkemal3832]

Tank you SIR

[@lalithaav1781]

Why are we not considering bent up bar here?.. isn't that should be include for doubly reinforcement beam

[@aliqadri4672]

Does fixed beam or simply suported beam are same...??

[@SakthiVel-ki5dc]

Bar bending schedule for dog legged staircase please post video sir

[@jayasankarjr4105]

How can write M-book & Bill book?

[@richardmwale6767]

Thank you very much for a wonderful video, guys you can see😂😂

[@teketigovindarao4424]

👍

[@mansoorsikandar7587]

one best lecture any one understanding including illiterate

[@thatikolasrinivasthatikola126]

Sir, for bottom bars you took 12d. In my text book they used 2d Iam not getting sir totally confusing sir .... please say which should I consider sir 2d or 12d .I calculated in both but, not getting the same ans sir...... please slove the problem sir.

[@gunalragul1999]

How the column comes for 0.2 m?🤔🤔

[@superdiamondtouch3923]

Good

[@MuhammadQasim-lv1nr]

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

[@jagadeeshlavu5863]

Sir video quality is missing plz focus on my request ... sir plz do videos on highway engineering experiments

[@sakthiveltamilarasan6779]

You forget deduction length of bend sir ( cutting length is(total length-no of bends *2d)

[@primeenterprise816]

Bottom bar mein 12d ki jaga 8d add hoga 90 degree ka bend hai

[@yellagopaludu8834]

Sir rules for g+1;g+2 can be used for this method

[@aftabalamansari8722]

bend deduction length is not done in stirrups lenth calculation...

[@sherllockrod78]

Show design of steel plan forfoundation

[@amitpadave2633]

While calculations of length of stirrup why not deduct bend..?

[@vaekau]

Beam Depth is 500mm Length is 6mtr ...6 divide by 16 = 0.375m please confirm

[@TeferaWagari]

Please add one on the number of strapp.6/0.3 +1

[@nikhilkodam3422]

Explain BBS for cranked bars

[@SanthoshKumar-cs3hg]

Please do this for continuous beam

[@BaderSinjary]

Thanks

[@chaudharywaheedahmed8516]

Yar Khan plz next video ma Urdu ya Pushto ma bat krna

[@Boss-gk8kc]

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)

[@bashirabdulkadir947]

The maximum length of the beam is 6m

[@timothyogbechie2610]

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.

[@Boss-gk8kc]

@@timothyogbechie2610 yes
7.7m each piece of beam continuous resting on 4 columns equally spaced. It’s an open plan office

[@muthuraj2327]

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

[@mytime9702]

Stirrups ka ni smj aya baqi sb ok hai..thanku bhai

[@MayungoNamushi]

I love