4 Big and Common Mistakes in Plinth Beam - Common Mistakes in beam

[@gagancod07]

Stirrups seems to be fine ......it doesn't look less than 6mm

[@raeesfaizu3866]

Yes

[@afnanmargun47]

I am agree with you

[@levanibatimala7740]

His not an engineer

[@cypriansoibe7717]

Are you sure that the stirrup is less than 6mm

[@diegosakala4505]

am also wondering ?

[@Eleven-io4xk]

that stirrups is 6mm only.. he said wrng...

[@aibanroy]

No it depend on the structure if u used 6mm then reduce the span of strirup if 8mm increase a little bit

[@peacewe8009]

That stirrup seems about 6 to 7.5mm. That's enough

[@praisebarong9889]

Same question I asked. It doesn't look like it's less than 6mm

[@steevensonkhandagale8395]

Fine guidance...

[@climbiner]

nice . really informative

[@johnlaatthongrueiakot2725]

How do you technically design a circular column's stirrups?

[@jr3474]

the bending on stirrups is not at 135 degrees as well

[@inhinyerongsibil6383]

Yes it was not bent into 135 degrees for the hook

[@japhethabrahammapis8202]

I didn't quite understand the the third mistake concerning beam and column.

[@muhammadjavith3430]

Ya that's what m thinking,there is no steel making in factory for construction sites less than 6mm DIA bars,so better give proper clarification in KZbin...thanking you

[@L145channel.]

👍🏾👍🏾👍🏾👍🏾

[@danberry5702]

Is the newly prefabbed Rebar bearing on existing concrete or should it be sat on Rebar cover chairs or strips of concrete spacer blocks to ensure the correct amount of cover is achieved once pouring the Insitu concrete ???

[@sasikumartherayil9620]

gentleman it is not a common mistake. This is not designed by a structural engineer. It is done by a worker . so you cannot expect more from this

[@jamesmaclennan480]

Good job engineer to point out these mistakes, but did you correct the common mistakes in plinth beam ?

[@md-kq3cu]

What about extra top bar in junction of columns and beams.

[@naseerahmadyousafzai1877]

What will you do after you show these mistakes. Did you correct or you just skip it. Please update

[@Mapdramaproduction]

maybe this not Engineer sami Project ... if this is his project he must will correct

[@noorulamin1735]

Sir you show 4 mistakes plz need solution plz update plz

[@jitendrashah205]

Good sir.is the steel available less than 6 mm in market.

[@tazodavitadze5535]

Hello, can you suggest a book about this kind of topics?

[@lameraskitchen]

it should 135 degrees for the hook include it to ur evaluation

[@yathunanthan4142]

good, upload more site videos

[@rolisilisque581]

Mal sin gancho todo para la mierda

[@rolandogallardo395]

What about spacing neer column is it L4?

[@hussainajju2554]

Distance between the two striups spacing and dia of striups ?

[@ravindranani3160]

Min 20cm spacing and dai 8mm is enough

[@ravindranani3160]

Sorry max spacing

[@happening2023]

Depends on section

[@PrashantSharma-rr6se]

Sir we can use 12mm 4 main bar and 16mm 2 bar in 3 floors building

[@khalidsaeed2614]

Great information

[@sambaajay9762]

Mr eng where is 135 degree bend and what's the stirrup spacing , where is bottom cover, 1

[@lucyedwards4318]

I will need a building plan for a four storey building,can you help?

[@rond5936]

I can help you.

[@tirumaleswarareddy7252]

I can help you

[@nnabuikejoel174]

Can I get it for you please?

[@araavila309]

What place is this?

[@arnoorwali6225]

Helpful ........

[@mr.siwhan]

U didn't tell about minimum spacing in strip bars??

[@peacewe8009]

Max.20cm

[@phyohtetkoko929]

Noted thank you sir 👌

[@kshitijmishra4330]

Very nice sir

[@kimjongun6229]

So why the factory produce smaller steel beam if we can not use them?

[@inamkhan9437]

Sir if the dia of the bottom beam is 10mm then can we provide extra bottom????

[@sayedswat9696]

wheir u make this video i m work in dubai stell superviser ten year i did not see like this beam what u share in chinal

[@pradyotsaha2579]

Is crank bar is required for plinth beam

[@subhasbabu2007]

Crank bars only used in the beam passing through the openings

[@mutiur7396]

I want the plinth beam to have vertical offset at different locations... If I explain it further, usually complete plinth beam is at same elevation... But i want my plinth beam at some portion of home at different elevation... My floor level for whole house would be same... But the location where the elevation is low, I will use dpc at floor level... Can you answer that is this mandatory to make plinth level at same elevation or want is the reason for this, if so?

[@MohsinExperiments]

The plinth beam should be at the same elevation.

[@Guiding100]

It depends on the roof also... May be its a dyna roof with not so much weight just like rcc slab which required bigger rod

[@krishnakantamondal1771]

As per is 2000, stirup dia is greater than 5mm

[@ejigeendu6782]

Thank u so much

[@anujbarman9506]

A very big mistake by you was the measurement of Centre to centre of stirrups. You should measure it from the centre of a stirrup bar to the centre of next stirrup bar. But instead you measured from end to end.

[@m.kandroid3070]

c/c distance is same.... if you measure an outer edge of one stirrup to other's outer edge...

[@043ash]

BUT.. DOESN'T IT ALL DEPEND ON How many floors the building will be

[@karimraza3123]

Thanks sir

[@karimraza3123]

Sir i am civil engineering but no job so plz get job

[@gunaseelangunaseelan1745]

Fifth mistake. Stirrups hook in 135 degree not provide.

[@ayoubenaciri]

Thank you for this video 🙏🙏

[@10tenman10]

They were trying to save money and hoped the owners would not notice

[@pravesssh1751]

It's bull shit. Plinth fails due to tensile stress. How come they provided 3 rods vertically and only 2 rod horizontally? It should be the other way around.

[@naruash2227]

Why providing side reinforcement.... it’s unnecessary unless beam depth is more than 750 mm

[@TheMambomaster]

there is no clearance under bottom bars for concrete. creates a void around bottom bars. forms should be in place.

[@commandersoysauce823]

I'm pretty sure it is a 4 bar beam. RSB at neutral axis are called web bars.

[@sambasivarao98]

I think the Reif at bottom shall not be less than 12mmm not 20mm.the steel shall be as per design.

[@Engineeringmedicalgeeks]

JAZAKALLAH

[@abdulrahmanm6311]

jiii... what's the 3rd mistake.... couldn't understand, that's why asking... kindly reply.

[@jetalmerino3053]

theres no 40mm concrete cover below the plinth beam

[@theworldtovarest5776]

Sir where are you from

[@mdriajulislam8828]

sir i need your help i made a drawing of duplex house and i gave u shapes stair which is wind stair so my problem is about cross beam in roof i think i should show you my screen shot

[@abhisekmedya4502]

Bal

[@civilengineerkorrasanthosh8628]

Sir what about hook length of stirrups sir I hope hook should be 135°

[@aqibalom3630]

Very good

[@birdstraptechniquestv3488]

2:08 is not one feet but foot.... Mr Engr!

[@shubhamdwivedi6927]

🤣🤣

[@CivilEngineerss]

@@shubhamdwivedi6927 hahaha Ok English man

[@qamrulhaque1965]

good job

[@girishkamble9618]

Steel looks like 6mm

[@CivilEngineerAtSite]

great

[@mohibjan5314]

What is about sides bars ...is it ok or not

[@sayedswat9696]

30 inch what u mean

[@abdulqoodooss9009]

What is IS 462?

[@anilwagh9387]

1)cover not provided 2) stirrups legs not proper

[@abdirahmanismail6518]

Good

[@vvvRASvvv]

my mistri didnot give any development length in corners hwo fucked am I already one plinth beam is done but other sides are left

[@MohsinExperiments]

Because he might not know. So it's better to research yourself because your money will be wasted at the end.

[@raeesfaizu3866]

Stirupps looks like 8mm 🤔🙃

[@skacademy416]

Sir we follow ACI codes nt IS

[@glsganesh5271]

Stirrup is more than 6 mm there. Im sure

[@mohammedusman4970]

Brother mashwara yeh hai ke ap urdu may video banaya krein taa k sab ko samajh ajaye

[@kusholhumedeo7851]

1ft and 13inches 😂😂😂

[@kamraniqbal2304]

بھائی صاحب is 456 2000 کا پاکستانی انجینئر سے کیا تعلق آپ اُن کوڈ سے بتایا کریں نا جو پاکستان میں فالو کیے جاتے ہیں جیسے astm،ubc،etc اور پاکستانی بلڈنگ کوڈ building code of pakistan

[@kamraniqbal2304]

باقی رہی بات پاکستان یا انڈیا میں خود civil engineer ہوں اور انڈین tutorial دیکھ کر بہت کچھ سیکھتا ہیں بلکہ یہ کہوں 99 فیصد میٹریل انڈیا کا ہی پڑا ہی یوٹیوب پے تو غلط نہ ہوگا اور بہت مدد گار ہے پاکستانیوں کا میٹریل 1 فیصد سے زیادہ نہیں۔۔۔۔۔اس لیے آپکی کہا اگر پاکستانی پریکٹس کو آپ فالو کر کے ویڈیو بنائیں تو پاکستانیوں کو زیادہ مدد دے گی

[@viosog9661]

Normal se pun la 15 cm ,nu la 30.

[@yasirabbasi4085]

1.Stirrup Dia is even little more then 6 MM. 2.Stirrup distance was around 12 Inches.1/2inch difference doesn't make any difference. Should some solid reason to make Video,but here Money

[@thehistory2368]

بھائی اردو استعمال کیا کریں. پلیز

[@subhasbabu2007]

Your explanation not up to the mark. Plinth Beam may be has the Rigid Foundation in such case this kind of work need not to meet the standards as you said

[@viosog9661]

Nu se vad etrieri la noduri.

[@viosog9661]

Etrier la stilpi si ciocuri la barele de la grinzi prinse in etrier(etrier pe orizontala). Depinde si de importanta cladiri si de zona seismica .

[@kousiksau160]

Choto Gph0

[@ableman2108]

It’s all wrong, space between the bean supposed to be 15cm, you can use 18mm steel for the ground beam. A lot of mistakes

[@peacewe8009]

For ground building 12mm will be OK

[@rahpink801]

18 mm what??? Wasting money, Its for 3 floor building Just single floor 10 more than enough

[@zakierhussian8459]

Hindi please

[@shahzadlatif7119]

Aoa.bhi.sab.enghlish.ko.choro.urduo.main.bat.ker.laiy.ta.k.zyada.logho..samaj.aye.baki.app.ki.marzi.g.....

[@sryoutube5909]

Tell you hindi

[@saifshamsi1097]

Urdu bol bhai

[@zaheerulhassan7847]

Rubbish

[@adarshpatel500]

Improve your Grammer

[@CivilEngineerss]

I'm not English language teacher

[@civilenginner6075]

Lap

[@moorthym4669]

Good