Design of beam for 24 feet by 12 feet span

4 of 20 mm below
3 of 20 mm above

[@Life_is_Awesome_Civil]

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[@sudarshantodkari1556]

Thanks sir

[@colleendesilva3413]

Congrats Sunder Menezes of Span Const Services
Superb job done as usual.

[@nagarajacharya4570]

Pls use numbers in english. U really explaining very well, thank you

[@behappy3120]

Very informational video
Allah give you long life

[@Life_is_Awesome_Civil]

Thanku very much .

[@EngineerPEretired]

Thank you, this was very nice for you to share.

[@manojparihar2124]

Lapping of column main bar should be provided in the mid zone of column height ,whereas your steel of column is terminated in end zOne.

[@dilipbishwo298]

You are right

[@k.k.mishra5707]

Bhai video bana k young civil engineers to sirf bargalaya hai.......

[@parthapratimdeb8193]

Wrong explanation......the dia of bar depends upto the area of cross-section of steel required during design....suppose if design cross sectional area of steel is 900 sq mm. Then one can place 2-25 mm bar or 3-20 mm. Both are correct as long the cross sectional area satisfies.....

[@amitparchani2527]

Bhai 2 baatein-
1) beam mein jab steel binding hoti hai to ek layer mein jyada see jyada 3 bar Leni chaiye Baki ki Jo bar hai uske liye upar ya niche second layer bannani chaiye as per position of bar( in case of 9" beam). Aur agar 9" se bada hai beam to ye khayal rakho ki vo do baar ke beech mein hume minimum 25-30 mm ka gap milra hai.
2) Doosri baat aisi hai ki jahan pe humara beam end hota Matlab column Tak AA ke , vaha pe bar straight nai chode jate, Anchorage length hoti hai vaha, Jo ki 60 se 70 d ke beech mein hoti hai Matlab 20 mm bar ke liye vo 1200 se 1400 mm Tak hoti hai. Matlab jaha pe beam khatam hota hai column Tak AA ke vaha se aage 1400 mm length bar ka column mein embed hona chaiye.
I hope you have understood, agar nahi samji koi baat to please batao mujhe I will explain in detail.

[@Life_is_Awesome_Civil]

Thanku lot for your knowledge sharing .
I understood .

[@goutamgiri6888]

Reinforcement binding is not ok column beam junction,
Study the IS Code well

[@mithilish]

Please provide 135 degree bend hooks in the stirrups..its too dangerous to use this 90 degree bent stirrups.

[@sureshvarma6692]

Top bars should be extended to 0.33L of the next span, not to be terminated at the column edge

[@Life_is_Awesome_Civil]

Ok

[@Ankit-ql7jg]

Sir Maximum room size without column in middle?

[@Ankit-ql7jg]

@@Life_is_Awesome_Civil hello g

[@shaikhahmadpasha2112]

Why can we have use. 20mm

[@shaikhahmadpasha2112]

Why can we have used 20mm 2 no band in boutum

[@ashumalik2721]

Nixx bhi more vdo plzz ur osm

[@IqbalHussain02]

Extra bar include kro aur beam k End me 90 degree L diya karo aur bar ki join thik se karo. Main bar 20mm thik hain par extra bar 25 mm do bottom me 20mm de sakte Ho.khayal rahe bottom ka extra top k extra bar se minimum 300mm cross karna joruri hain.

[@Life_is_Awesome_Civil]

Thanku for additional information

[@ilfamghosi5154]

star Iqbal hussain future

[@ASIFMUGHALKUWAIT]

مجھے انگلش نہیں آتی ۔ مجھے اردو میں سمجائیں ۔ مجھے یہ بتائیں بیم کی کیلکولیشن کیسے کی جاتی ہے۔ مثال کے طور پر ۔ 1 ساییڈ سے 30 فٹ لمبائی ہو اس کے صرف دونوں طرف کالم ہوں اور اس کے 2 منزلہ عمارت بھی بنانی ہو تو اس کا کتنا سائز ہو گا اور اس کے اندر کتنا موٹا سریا اوپر کتنے نیچے کتنے ۔۔۔؟ برائے مہربانی اس کا فارمولا بتائیں

[@moizkhan4204]

@@ASIFMUGHALKUWAIT accurate reaults ke liye apko software ya manually calculation karna padhega jo depend hai loads and regions pe.
Lekin apko agar thumb rule ke hisab se janna hai tou ap apke local me puchle har region me different approach use karte.

[@pervaizahmed3627]

star Iqbal hussain hello dear

[@basicmaths3443]

This was much needed as my hall size is 23 × 15 ft. Now i will use 20mm bars and 16mm bars. But please tell me what for columns??

[@saracenjaafar3594]

Informative sir, rebars on longitudinal are close to each other, just wondering if the aggrigates can still fit themselve.

[@abhijitcreationsdesigns8754]

Use 10 mm aggregates in mix proportion replacement of 20 ro 30% of 20 mm aggregates

[@preetham83]

Bhai. Good video. Ek video aac brick aur red clay brick aur cement blocks ke antar pros and cons banayiye. Thanks in advance

[@bhorsingh8200]

Nice VIDEO BHAIYA MAINE MAKAN BANAYA JO TOTAL STONE KI CHUNAI KARWA DI H KIYA M R CC KARWA NI H MAGAR KOI BHI COLLOMB NAHI DIYA H

[@mohitdureja]

Nice explanation...

[@Life_is_Awesome_Civil]

Thanks

[@faprpject6011]

Nice video super Sir

[@HimanshuSharma-qc2es]

Top bar should not be overlap near columns dude

[@mrbodoland3190]

Minm L/4

[@saeelourrahman834]

Absolutely right bro the lapp should be provided in middle section of beam in compression zone and tension zone the Lapp should be provided at the end of beam portion .

[@karthikgowda3530]

There is having a beam lap in column it should be provided the bars middle or 3/4 in length . Must staggered lap top 2 bars near 3/4 bottom and opposite bottom bars

[@himanshuohlyan]

there is no need to provide extra reinforcemnt on above compression zone 2 bars are enough, 3 are provided on top if wall is to be constructed over beam

[@Life_is_Awesome_Civil]

Yes

[@abdulkadirhassanahmed956]

This is very Risky. I can't understand your language but it seems that you're not focusing the mistakes in the reinforcement detailing. No Code ever allows to splice or lap the top bars near the columns because of the high negative moment likewise never splice bottom bars at the middle span because of the maximum positive moment. You should also consider the column beam junctions

[@MsArzu333]

could u explain you point so that we can understand it clearly

[@stevenbuckley1416]

Faisal Rahim I am a steel fixer from the uk 🇬🇧and what I can see is that there is no Links on splice area over the column Area . The beam is not contains in side of a link So making it weak in this Area . But all the beam ends are in a line splice together over columns making the columns bar the weight of the beam and if a beam breaks its back it could pull out over the column . It would be Better in my mind to stagger the bar over the columns over this Length. Plus there is no L bar coming out of the wall at the end allowing the beam to come out of the wall with on lap or splice to take the strain of the beam.

[@ersureshkumarn4656]

Hi Sir. Hope the middle column will be having huge amount of hogging moment and lapping at the Column location shall be avoided exclusively for Continuous beams. Also for Stirupps 135 degree bend hooks shall be provided

[@Life_is_Awesome_Civil]

You are right

[@RajendarKumar-vx4qg]

Bahut hi achchha samjhaya 24 ft ki doori per kis size ka column lagaye

[@krishnarao6242]

simple n nice explaining

[@pradeeppabari4981]

Very well explained

[@pradeeppabari4981]

Can you please let me know your contact details please

[@user-ul6tj6jm1k]

I have to built 5 hall 6meter by 8mtr, which r in one row. So total length 40 mtrs, 6 mtrs width and 2meter varamda.
So pls guide me that which dia bar should me used for column, roof and beam. And what dill be motar ratio for slab and beam.

[@manojparihar2124]

There is no Anchorage length provided to the ,beam to column junction.

[@gopinathantp8963]

why are you beam rod provided at the outside of the column? It should be insert into the column by crank.

[@WASIMAKRAM-cg1wf]

You are right,
Esko engineering knowledge nahi hai just video banata hain

[@AbdulRaheem-kk8kv]

I appreciate the work he is doing

[@kishundevyadav9963]

Let me put some videos by telling details about the setting of the hero's applying

[@ps11.22]

Sir please help..
a 15 feet long beam of size 9x18inches...a 4 inch wall of 10feet height is to be made over it....
how many and of what diameter bar should be used in this beam..

[@omlingaswamy816]

Sushant next time se steel drowing schedule dekte batana bro

[@ravnalkumar1406]

Bro very educational video. .can you make a video showing how 12mm bar is being used on triple story building. ..with column distance 10 feet. ..

[@Life_is_Awesome_Civil]

Use 16 mm

[@sanjayss9193]

bhaiya kalam Main Beech Mein jodenge Denge toh Kaisa hoga

[@sriramram7561]

Good explanation. Can you please post video on basement preparation.

[@calisayman5246]

Good steel fixers

[@sarfarazsherazi1842]

V nice

[@abdulmoiez2092]

Thanks bhai
Mey good bless you

[@mohammadsamim9128]

1:20 😂😂 its told me don't see the full video

[@Ankit-ql7jg]

What is Maximum room size without column in middle?

[@sudip1288]

How good is JSW Neosteel TMT, please?

[@mominconstruction2563]

Nice work

[@shafishaikh2756]

it is very risky to take such type of suggestion ..from non technical person ..or..site supervisor...however size of bar tentavillynot depends on span..it is calculated area of steel..in..asc or ast.....such large span must be.designed..by..structuralengineer.

[@tluangteacoyg5615]

for a 12 feet span, my beam size is 180x330 without cover. Is it safe not to provide side reinforcement?

[@chethanbhounsley3]

Hi Sir , Ours is g+2 ,There were 11pillars in ground floor due to plan change in first floor center pillar was removed in first floor plan so distance between two column became 20 feet so builder added beam which now is 20 feet long i am bothered weather it sustain load

[@nurulamin5217]

3 nos. 20 dia, 4 nos. 20 dia. what is the justification of use of these bars. What is the formula to calculate the bar in plinth beam.

[@FarhanKhan-ps7kb]

As per is code 456 2000 tension steel ka area 0.04×b×D maximum aur min ka formula hai code me.

[@Life_is_Awesome_Civil]

Ok

[@structurespoon6784]

Why extra bar provide at compression zone of beam

[@romeoch6764]

Is your slab joints the bottom of beam..?
How would you lay slab reinforcement..
whats the covering of your slab...
why your vertical stirrups ends dsnt bends 45 degree inside....
why there is no development length of bars at beams end..
where is your crank bars..
there is 4 bars at bottom, how its going to pass 20mm thick coarse aggrigates between them.
Why you mixed english with your language ...
Who design this beam..
Is the building still standing...?

[@ranjitroy2782]

nice

[@Life_is_Awesome_Civil]

Thanku

[@emmanuelraju6234]

Sir, is it correct that overlapping at column and beam junction in this work?

[@Life_is_Awesome_Civil]

No

[@syedsalaha8371]

Kitne floor ki bhaiya Itne majboot banri

[@apnachotu_properties2553]

With out "L " shape bend at the end of the beams how can they hold each other?

[@Life_is_Awesome_Civil]

All about negligiency

[@sumitkar2972]

Tune dekh ke bhi mana nahi kia ..Aise lagane ke lie.....Khol ke first lagane lie bol de bhai....House ke sahad ke lie hanikarak h...

[@stevenbuckley1416]

sai raj And There is no links on the Splice area of beam that should be enclose . The Bars are not restrained in this area so making it weak over column. And I would have at least had 1. 12mm lace bar on each side of the beam . I am a steel fixer for over 40 year and have a Citizens Guild in fixing what you call rings we call them links in England 🇬🇧 But your Right about the L bar missing at either end of the beam . But not Needed if beams cross each other .

[@dilipkumarreddybalachennug2226]

Does 2 bars of16 mm top and 3 bars of 16 mm down are enoigh for24 ft span beam

[@balapoolathota3663]

Hello sir
Same 24 span bottom 3no 20mm
Top 3 no 20mm
2 cracks middle of beam
Is a problem sir?plz reply

[@subhasbabu2007]

First to do load coming over the beam. Recommended grade of CC & steel to check whether the beam is above NA or below NA there are so many factors to check

[@stevenbuckley1416]

There is no links continuing on the splice area ? Beam could burst or Split at that point . I would have at lease 1. 12mm side laces on each side of the beam and that would stagger the column area as well . I am a Steel fixer with 40 year of Experience and have a citizens guild in this work 🇬🇧

[@edwardrsohtun12]

@@balapoolathota3663 more than enough provided the soil condition is stable

[@SuperDhiyan]

Beam bars to be inserted into column bars
Why the beam bars not inserted into column?

[@tamalc370]

Ending point of beam is not bend ! ! & there are no " Z" shape bar......!!!!

[@4118rohit]

crank

[@bibhudattamishra2393]

I think one beam rod is outerside of column rod ,is it correct?

[@bhanwardasswami7832]

Sir 26*20clear span slab me latak beam ya slab beam sahi rahega main and dist bar 10mm c/c 125mm 6inch thickness two way slab thik hai kya

[@rajeevpandey558]

Age badhega bhai

[@DineshKumar-bz4md]

Nice

[@m.s7966]

two colum ki distance 12fit ho. kitna mm ka bars lagana chahiye..
and colum ki lenght kya hoga..
deep

[@avishake3161]

It is need designed as per IS code 456.

[@JawedKhan-me3mg]

Kisi bhi beam ke bottom par stress
Jayada hota h esliye bottom par
Bars jayada provide karte h
Or top par kam

[@devendersharma4299]

Aap. Ka.number

[@ramjitchourasiya3188]

Bean k upper floor rcc hoga na ?

[@SuperDhiyan]

In stirrups why hook not provided? can you pls explain

[@ranjith.n8334]

Lap length where should be provided in 50 ft plus beam length plz explain

[@ralphkatsidis8338]

The location of splicing of the bars is very wronggggggggggg!!!!!!

[@mukeshpaswan7896]

Please guide me 9*11 feet area me stair banani h entrance bhi yahi area se h aur height 11 feet h please guide to video

[@abhijeetpratapsingh8675]

kindly help us in understanding same size plinth beam detail ..

[@surajitpaul9448]

Beam ka depth kese nikal tey hai? Or depth level kaha sey nap na chahiya? Plz bataiye bohot help hogi..

[@aroshanrai5213]

The beam size looks different
Can you please tell me more why you choose this shape of the beam ?

[@Life_is_Awesome_Civil]

Because span is more that's why

[@rameshkumarbansal8606]

फिर से जानते हैं एक फिर तो फिर लेकिन वह फिर क्या होता है 10 वर्ग 10 फीत

[@Movies11228]

Crack bar or extra bar is not provided in beam to resist shear forces

[@balajivenugopal5825]

Pls insist your worker to provide L in both top and bottom bars.

[@Life_is_Awesome_Civil]

Ok...
Sure Thanku for suggestions

[@jomaabuel1048]

End hook bends esp. (minimum 12db) for main bars is in the code...(bad supervision or no placing drawing?)

[@cipad5085]

what are the weight in ton if day 176 m length of R12 steel bar

[@feedmefun7398]

Bhai mujhe b ek advice dedo. Mai ek hall banwa rha hu. 20x50 ka.
To 20 feet lamba beam rahega.
Beam ka size kya hona chahiye aur kon sa sariya lagna chahiye

[@mahebuoob.hmahebuoob6871]

Bhai ek video banawo rcc beam running with out column support

[@Life_is_Awesome_Civil]

Ok

[@phudkipurraza9642]

Pahle ye batao colume ka varticals altarnet hai jis colume ke pas aap khare hain

[@KamleshSingh-uu7dj]

Development length Di nhi hai column mai.embed hona chaiye beam ka end

[@nazmulhuda3224]

The span is same as mine.I have used total seven rods where two 20mm and one 16 mm on top and two 20 mm and two 16 mm in the bottom.stirrup is 10 mm..is it ok?

[@soorajkumar1423]

Why side spacer bars are not provided.?

[@kmrao06]

Half knowledge is very dangerous.

[@j.schannel3898]

Manlo Plainth beam 12 inch diya kisine toh roof ka jo beam hota hai wo kita inch hona chahiye plz rply......ground flour... Room size 13.5 * 12 ft

[@civilsitetechniques]

why not you provide beam top bar in lap zone ?🤔

[@sukhnandanpatel7202]

How to make bend up beam bar

[@rakeshrathod546]

Babu good

[@kunalraj5277]

sir एक ऐसा घर का वीडियो बनाये जिसमे अंडरग्राउंड कार पार्किंग हो ।

[@smilem9911]

Bhai kaun sa acha Steel hai normal price me..

[@rahulsolanki754]

Apne galti Kar di sir, bz beam k end me steel direct Nahi hona chahiye balki dono ending side pe L band karna chahiye

[@Life_is_Awesome_Civil]

You right .
Due to negligiency of site engineer

[@WASIMAKRAM-cg1wf]

Stirrup is not properly bending, also beam reinforcement bar is not bending, it should be bending 47 time of dia bar

[@Life_is_Awesome_Civil]

Ok
Thanks for 48 dia

[@asifamin3652]

how to use steel in 30' beam

[@ranjith.n8334]

Where we can provide lap length

[@ramdanech5197]

ये तो बहुत स्टील हुवा है

[@kishanchaudhary280]

Sir mera ghar to 10mm se bana hai .avi to ground flour hi hai 2nd flour ban sakta hai

[@sumitkar2972]

Bahat khub....Apna video khud barbar dekh pata chal jayega ku kaha

[@chandansarma0]

Sir , beam banane mei Galti kyu huwa. End mei beam bars ko bend karne ke bajaye direct kat dia hai. Engineer log inspection nahi karte hai kya?

[@Life_is_Awesome_Civil]

U r right ...
Thodae loog bina engineers kae hie builder koo work dae tae haein.
Usskie vajaha sae iss taraha kaa galti hoota haien

[@the_brick_works]

Do u thin u r an engineer !!! First have some knowledge about TMT bars and CR bars.

[@Manish_Hemnani_]

@@Life_is_Awesome_Civil to ap to engineer ho na fr ap kis kam k liye hai

[@shauryabaghel4480]

Sir,
Mera ghr 20yrs old hi..uska plenth rock ka hi..aur upper and bottom me beam hi 9inch thick aur dono ke middle me 14inch ki soil ki wall hi..ab mujhe 2nd floor banwana hi...but column Nhi hi...tell me solution ??

[@vishalkumawat5756]

Brick use kre
Brick ki column

[@anwarpasha1422]

Thank u sir ji

[@kalloo10]

Overlapping is not correct. Hooks are not properly bend. Top bars should be overlapped at mid span while Bottom bars to be lapped at column junctions.

[@dj_gabru]

Bhai what should I give for a 30 feet span.

[@idriveridesharing6493]

How many columns required for 60 x 40 and what is the size and distance

[@Life_is_Awesome_Civil]

18 column 9 by 18 inch
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[@biswajitsahu6402]

Sir beam stirrups spacing keliye kuchh boliye

[@mahebuoob.hmahebuoob6871]

Bhai good work can I get your contact for discous