Continuous Beam Reinforcement according to Curtailment

[@akhan8456]

Amazing demonstration and simple to understand.

[@md.minarulislam7570]

Good presentation Sir

[@Bluesky_construct2567]

Best explanation on bar bending on KZbin so far. I’m glad to discover your channel😂

[@akskillssolutions4377]

Glad you enjoy it!

[@mdmohibbullah8340]

​@@akskillssolutions4377আচ্ছা আমার ছাদ ডিম লম্বায় আছে 66ফিট আর উঃ দক্ষিণে আছে 15 ফিট তো আমি বিমের রট আগে কোন টা বিছাবো

[@subratasen2627]

great effort.. weldone

[@akskillssolutions4377]

Thanks a lot

[@nandkishorraidas2169]

very nice and best explanation

[@rashidgavit2272]

Mast video hai bhai

[@akskillssolutions4377]

Thanks

[@harishgoswami7761]

Superb quality

[@mbongogeoffredtemmla8234]

Amazing video with good illustrations. 👍

[@civilengineeringfromgoldme3074]

Of course

[@akskillssolutions4377]

Thank you very much!

[@karanmadhevad811]

Best video in the world 🌎

[@syedfaisal6438]

Amazing work

[@akskillssolutions4377]

Thanks a lot 😊

[@kvsconstructionwork]

Good explaination❤

[@JS3-76]

Thank you sir 🙏

[@joefregoso2725]

Muy bien, un saludo

[@bernardobrown6900]

Muito bom, este video é fantastico, muito obrigado por compartilhar conhecimentos com o resto do mundo, muito obrigado.

[@mohamedelhawary98]

great work , add info ; the stirup of the beam stops at the face of the col

[@pushpendrakurrey1102]

Nice

[@ganeshprasad93-o2i]

Sandar

[@Engineeringmedicalgeeks]

Masha Allah Which software is this

[@vi683a]

what type of reinforcements is this called, as oppose to a continuous crank bar?

[@AryanGuptabce]

How u make such type of videos and which software are you using for making these type of videos .Can you tell me ?

[@harendrakumarchaudhary]

Good enforcement

[@rahulbhamareofficial9437]

Thanks u making me expert engineer

[@akskillssolutions4377]

It's my pleasure

[@cezexploresvlogs]

I am following this principle of beam reinforcement

[@ravilalitha2232]

Super super super

[@tasadduqbhuttah6043]

Length of steel bar not more than 12 m.here distance between columns shown 6m in the both so how can you put 12m continuos

[@tutingrubena1584]

how to make this kind of animation? what app do you use?

[@liboy9844]

Beam to column is cold-jointed... maybe better if poured at same time (monolithic)?

[@javabangun181]

I find it, Thanks, 🙏

[@GHAFFARMD]

Good

[@akskillssolutions4377]

Thanks

[@md.tajulislam6311]

Sir which app did you use for making it?

[@civilengineeringfromgoldme3074]

Amazing animations Appreciated

[@akskillssolutions4377]

Thanks

[@YunayDecor]

🎉🎉🎉🎉

[@jashimkhan588]

❤️❤️❤️❤️

[@RevitTeklaStructureModular]

Which softwear?

[@21siddheshgurav78]

Nice one . But you should have shown lapping zone for continuous beam .

[@akskillssolutions4377]

It is placing of reinforcement of continuous beam.this is not overlapping zone.

[@kcsunshine3659]

You don't need to have 2 top extra bars at the both rim columns (yellow color). This serves no purpose as the rim column is simple support type so no bending moment. Top extra steels are/maybe required at the central column only as this point is "continuous beam".

[@kayceealcantara7591]

Clear concrete cover should be atleast 40mm. Correct me if im weong

[@jerapornheetchoui9347]

พาสสดใสน่าสัมผัสกับธรรมชาติ

[@juberahmed8916]

Which software, software name

[@rabikc1738]

may i ask the name of the software that you used in this video?

[@akskillssolutions4377]

Sketch up

[@zorofps9706]

Sir can both beam main bar stay at outside of column bar?

[@manmanpyngrope611]

Can u guide me how is the size of pillar And beam for 3 stories building.

[@sachinnaik5080]

Sir bottom extra bar is provided in center of beam. Is it right?

[@akskillssolutions4377]

Yes,it is right.

[@conskraftbuilders7419]

Just want to ask, what is the Width & Height dimension of the beam?

[@akskillssolutions4377]

300mm x 450mm

[@mdkasifkhan7337]

Sir combined footing pe video banaye

[@shyamalkumar4767]

At support compression is at bottom. where is compression reinforcement. As per SP 34 negative reinforcement at end support L/4. it is OK . But in intermediate support it is also L/4. because point of contraflexure from both the support is 0.211L

[@Civil-Engg1798]

Hai, is it correct or not I don't know, Although I just say, Bars available In market upto 12m length, but here you mentioned both column to column 6m distance. So total need length of bar is, 6+6+0.25+0.25+0.2+0.2=12.9. Here, 0.25- column(L), 0.2-(L bending). So there must come lapping. Please check and correct it.

[@btekybahindemaiba8480]

What design code is this?

[@KamrulIslam-ou3nf]

What is the task of bottom extra bar??

[@akskillssolutions4377]

To resist the tension.

[@balakrishna-sd8vm]

Sir please wich software tell me sir

[@sinhmai8219]

AD hay ai đó có thể giúp mình biết phần mềm nào thể hiện 3D vậy? Em cảm ơn mọi người!

[@chiomaeze6609]

Pls Engr what app did u use

[@akskillssolutions4377]

Sketchup.Thanks

[@nvbac72]

Hay a

[@desi1423]

Sir which State from u India

[@akskillssolutions4377]

From Germany

[@dariodario8960]

@@akskillssolutions4377 schönen Dank! Greetings from argentina 😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅

[@civilengineeringfromgoldme3074]

Hahaha

[@bnks5693]

In case seismic loading is considered, bottom beam reinforcement will be more at support. Is it right?

[@albertofabian813]

I don't understand this notation: "2L-8#@200mm" Would someone be so kind as to explain it to me? Thank you!

[@mdrayhan9262]

kc sire rod baiding video please

[@BabulalNaik-bx6mk]

2=14#.mm bar steel

[@ArchdreamHouse]

How to make this vide

[@abdulmotin8902]

সোজা রড ঠিকই আছে,, বাঁকা রডে কি লোড নিবে,,সেতো এমনিতেই লম্বা।

[@shyamalkumar4767]

400 mm C/c stirrups spacing are wrong

[@akskillssolutions4377]

Thanks.writing mistake

[@raroy3313]

កាយ៉េសរសអត់ដកចេញ😂😂😂

[@AnilKumar-uc5eq]

Sir 14 mm ka bar Kain sa kpany bnaraha hai

[@akskillssolutions4377]

Sorry this is 16 mm not 14 mm.thanks

[@parthibhanp5695]

Slope type

[@VishnuVardhan-nj4bn]

14 dia ?

[@MAnas-el6cd]

if a beam B1 is connecting to a Col from one side and another beam B2 is connecting from opposite side of col. And both beams details is different B1 has 3 Top continues bars and B2 has 4 Top continous bars how will we provide development length and will B2 continues bars extend into B1 or not plzzzzzzz someone .....

[@thoughts7085]

Yes extend B2 bars into B1 . Bcz this way it will be more safer

[@MAnas-el6cd]

@@thoughts7085 to how much length should we extend

[@thoughts7085]

L/4

[@MAnas-el6cd]

@@thoughts7085 bro as far as i know Top extra extends by L/3 or L/4 as per mentioned in drawing

[@MAnas-el6cd]

@@thoughts7085 I'm talking about only top main bars not top extra

[@sarmilyngdoh2262]

No no no ful

[@PtPt-zl1qe]

Optical km.recoil autocat +150 luxflash see.note