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]

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[@STREET_FOODY]

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

[@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.

[@RelationshipMatter]

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

[@stephankiapo4273]

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

[@sahilarfan4262]

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

[@naths1229]

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

[@infinitycapitalltd.2617]

Clear and Concise Information Great Work 👌

[@donatematter6465]

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

[@justarandomperson3288]

Sir, Beautiful structural analysis.

[@justarandomperson3288]

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

[@patricknumi-ns5lr]

Appreciate the presentation, very educational and helpful.

[@FidaHussain-zn9se]

I appreciate your instructional Technique.

[@atchyuthbayana7186]

Thank you so much bro very good information

[@chamikarasiriwardana7585]

Thank you sir! awesome teaching style🧡🧡❤❤

[@farmanmuhammed8733]

Great way of teaching

[@hightechkheti3237]

Thanks. Made clear all in simple words

[@sahilarfan4262]

Love From 🇮🇳 India....

[@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

[@gulfamkhanofficial9604]

Sir your teaching method is very good

[@veersingh-ry7xu]

Very good explanation good one bro👍

[@being_rajput_rachit.up7814]

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

[@funwithmawoo]

Useful vedio ☺️ Thank U 😘

[@mohamednayeem5377]

Thank u so much for the lesson bhaiya

[@isaacamoateng6827]

God bless you

[@samuellastimoso48]

Thank you for the video

[@phyohtetkoko929]

Sir Thanks For Teaching 👍🏻👌🏻

[@itxjawad1023]

Excellent sir

[@kaleshbnk3643]

Super explanation

[@asmamawamsalu9833]

Really Thank you Sir

[@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

[@ugandhar.s4950]

Good informtion 👌👌👌

[@abdulrahumanmohameduwise202]

Awesome.

[@harish_09887]

Thans for the information

[@gurushantgowdapatil2141]

Sir you are real Engineer

[@sampangibalakrishna5276]

Thanks brother

[@babarafridi220]

Appreciated

[@civil53world]

Thank you 😃😃

[@theogenendagijimana8121]

Thank you.

[@ksd2tvc432]

Thank you

[@ersathishkumar]

Thank you so much sir ☺️

[@fraoltadesse584]

Thanks 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

[@rexytc1477]

Thankyou so much 🙏

[@ngotrihieu1]

Very helpful

[@layansaleh2986]

gooooooooood

[@mansoormajeed2661]

Really good please make one video for slab and columns

[@teketigovindarao4424]

👍

[@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 ?

[@hexortime]

Very good video

[@kedirkemal3832]

Tank you SIR

[@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???

[@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?

[@MayungoNamushi]

I love

[@quangdunginh3610]

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

[@mansoorsikandar7587]

one best lecture any one understanding including illiterate

[@MuhammadKhan-os8or]

Sir what about subtraction of bends in stirrups?

[@faisalqureshi9287]

⭐⭐⭐⭐⭐

[@BaderSinjary]

Thanks

[@superdiamondtouch3923]

Good

[@snehaciv]

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

[@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

[@richardmwale6767]

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

[@jobinjohn5922]

good Class Sir

[@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

[@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

[@santramkosaria9034]

Sir , do we require band deduction in stirrups length.

[@top5ve]

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

[@sakthiveltamilarasan6779]

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

[@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?

[@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?

[@suneelganti4968]

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

[@NITAIKARMAKAR]

Nos of stirrups is total distance/ c/c distance of stirrups + 1

[@Fundamental_Gospel]

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

[@mahaboobsubhani6758]

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

[@primeenterprise816]

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

[@SakthiVel-ki5dc]

Bar bending schedule for dog legged staircase please post video sir

[@sangeetha3245]

Pls tell about 1 way and 2 way slabs

[@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?

[@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

[@nikhilkodam3422]

Explain BBS for cranked bars

[@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)

[@kaushlendrasharma7323]

Water shed works

[@lalithaav1781]

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

[@armyofficermanishsharma5039]

Can you teach us about Estimation and billing

[@irman3105]

Billing you must convert total bar length with tonne, price is per tonne

[@MuhammadQasim-lv1nr]

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

[@TeferaWagari]

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

[@muhammedtaslimkadiwala1283]

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

[@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

[@manishsah238]

No deduction is done for 90 and 135 degree bend

[@SanthoshKumar-cs3hg]

Please do this for continuous beam

[@amitpadave2633]

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

[@sherllockrod78]

Show design of steel plan forfoundation

[@husnainraza3297]

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

[@nagavamsikrishnakarpurapu803]

Is Beam clear cover 25 mm

[@romelgrafil6623]

Maybe you should assume your column size bigger than 20cm as you have span length of 6meters. An architect suggests

[@alhassanetoure3088]

What do architects know about column size calculation?

[@chaudharywaheedahmed8516]

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

[@aliqadri4672]

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

[@NITAIKARMAKAR]

Beam cover is 30 mm each side. Not 40 mm. 40 mm is for column.

[@coolcool2686]

No of stirrups are 6/0.3 +1 =21