I really love your tutorials. i have downloaded most of them. please sir am recommending for you to subtitle your tutorials to English so that everyone can benefit from this. i am from Sierra Leone western part of Africa. Kind Regards Amadu S Bah
sir video 👌🏻👌🏻 rated hain but jo ends me devlopmmt length le re uska beam depths se chkr ho jata means beam depth to km hoti and bend fr bdaa ho jata devlopmemt length k hisaab se us chiz pr thoda explaination
Sir you have good idea of civil work. I would like to know can we give beam in a slab on all 9inch wall like plenth or lental beam instead of giving latak beam while casting slab. Whether It will will strengthen the slab or it is useless. Kindly advise please.
Very knowledgeable sir. I watch every videos of ur. Bt sir in bbs of beam type 2 me section line column ke pass hona chahiye as per section of column, i think so. Kindly clear it. Thanks u r doing great job for us. I hope a bright future of ur in future.
Hi, as per your various video, stirrups are maintained closer in nearer to column/ beam (L/4) 5" and remaining area of Middle L/2 stirrups to be provided @ 6" c/c, can we provide total length 5" c/c
Sir absolutely brilliant outstanding video, but a small dought, y we are not deducting 2 nos 45d bend . I know it's really a silly question but pls tell us
Excellent teaching. But I have a doubt regarding lapping. Actually lapping should be avoided at the Beam & Column junction.. But you have shown the lapping at Column & Beam junction at the bottom. Is it acceptable sir, This type of lapping at Column & Beam junction ?
Sir please upload BBS table formats.BBS to mai sikh gaya hu but uaka table formats mai Kaisa hona chaiye Kaisa nahi usme mujhe bahut confusion hai.please sir upload one manually BBS table formats
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Sir top layer lapping 50*25*1hogA na..app 32 dia liya hain..am I right or wrong
@@gourissimplelife8866 i have the same question, i guess there is an error there, no 32dia bar on top throughout or extra
@Ian Aryan it worked and I actually got access to my account again. I'm so happy:D
Thank you so much, you saved my account :D
@Jagger Javion you are welcome =)
Thanks. YOU have solved many confusion for me
Sir ur all video are very much useful to all civil engg u
R doing very much good service to all CIVIL ENGG community
Thanks arun ji
Thank u Sir...You do help us more than our teachers in class for sure
Great sir u r really doing great work for educating others.
I thank u for spreading information.
Good , Explained very patiently.
thnxx sir ap wapis aa gaye main ny socha videos bnana hii band kr dii hain app ny...
I really love your tutorials. i have downloaded most of them. please sir am recommending for you to subtitle your tutorials to English so that everyone can benefit from this. i am from Sierra Leone western part of Africa. Kind Regards Amadu S Bah
We really appreciate your Gole thank you sir, god bless u
Narayan Bless 🙏 You
Very nice explained .. at 15:54 , the bend should be 25 mm .. please confirm. It is taken as 32 mm.
Yes it's 25mm only
I think you are talking about lapping.. ya it should be 25mm
Love from another border (pak)
Very informative... Thanks for your extended support
Clearcut Teaching; Please upload more on aspects of Civil Engineering.
Thankuuu so much sir 🙏🙏
Sir, please explain mid bar concept 2 - # 32 in bottom Bar
In top Bar in MID layer 2 - # 25
sir video 👌🏻👌🏻 rated hain
but jo ends me devlopmmt length le re uska beam depths se chkr ho jata means beam depth to km hoti and bend fr bdaa ho jata devlopmemt length k hisaab se us chiz pr thoda explaination
🙏🙏🙏thank u sir
Good job sir
Thanks for your good information
very help full video for us
Too good sir
Suprbb explanation sir....should bent up bar be used????
Sir in stirrup if we calculating center to center then we don't consider the 3 side bend. Only hook and perimeter is added
Very good sir
good teaching thenx to guide line
U r just awesome brother
sir main aapki videos dekh dekh kar bahut kuch sikh gaya hu. ab main kabhi interview me fail nahi hota hu.
apki ye bat sun kar dil garden garden ho gaya.
dear sir, please upload a video of BBS for shear wall and retaining wall . and thank you so much for your dedication and effort.
perfect viedo sir
Nice work...Really helpful...
thank you sir for this video ...i was waiting for this so long
Pls post vedio on stirupp spacing on bars and how to get spacing of stirupp with examples
Very very thankful to you
Super sir👌👌
While calculating TOP BAR ( 1ST LAYER) Aapne lapping main diam 32 liya 25 aana chahiye tha wahan par plz check & confirm plz🙏
U r doing great job bro, I watched and learnt r not,
Sir you have good idea of civil work. I would like to know can we give beam in a slab on all 9inch wall like plenth or lental beam instead of giving latak beam while casting slab. Whether It will will strengthen the slab or it is useless. Kindly advise please.
Thank u Sir.
U welcome
mujhe lagta he ki, Jo stirrup m deduct karte he 2d and 3d Usse length km ho jati he jyada , and hooks ke margin nhi milte
Sir nearest stirrup L/4 ya L/3 per Lena Chahiye
Very knowledgeable sir. I watch every videos of ur. Bt sir in bbs of beam type 2 me section line column ke pass hona chahiye as per section of column, i think so. Kindly clear it. Thanks u r doing great job for us. I hope a bright future of ur in future.
BHUT DIN BAAD...
HUM TO BHUT INTAZAAR KAR RE THY AAPKE VEDIO KA
Sir top extra bar ko top main bar ke level me rakh sakte hain kya, top extra ko top bar ke bich me rakhne se theek rahega na
thank you very much sir
sir please BBS ki ek video rules or Banay...means ek video Banay..jisme rules of BBS pata chal sake.. briefly
sir plz upload a video how to reduce dimension of column and steel bar floor wise(increamnet of every slab)
Plz make a video about prestressed concrete
thanks brother.
nice one sir,thankx
VEry Nice Study Class. Many Thank Dear. Kindly Let me know, What about the "L"=50mm.
in (L*D)
good sir thanks nice video
i am karthik sir please upload the standard consumption of paints and area coverage works
Hi, as per your various video, stirrups are maintained closer in nearer to column/ beam (L/4) 5" and remaining area of Middle L/2 stirrups to be provided @ 6" c/c, can we provide total length 5" c/c
Thanks sir
hello sir, bend correction according to angle(90°) and its bar dia above 25¢ 4d lena chahiye ya 2d lena chahiye?
thank you sir for these videos .
can you teach how to calculate load on column?
Sir.. please make a video on BBS of any structural member using std format that is actually used in field
nice sir thnx u so much
thanks sir.
AutoCAD & surveying instrument pe bhi video dalo...bhi
Sir absolutely brilliant outstanding video, but a small dought, y we are not deducting 2 nos 45d bend .
I know it's really a silly question but pls tell us
Is there any problem to provide lap at column beam junction?
middle portion me jo column hain uss hisse me beam ka koi stirrup nahi hoga?? please do reply
cutting length =6000+600-40+ld+ld/2+300 it is exact cutting length
India waapas kab aa re ho phir.
Sir plz,surveying video upload ..How to leveling at construction site...
how to knows about any reinforcement concrete in any design wall slab and beam how much dia of steel will use and why
hello, sir
main chahta hu kisi bhi column par kitna load aa sakta h ye kese calculate karte h ispar ek video upload kre.
thanks
Thanks a lot sir g
plz made a video on minimum distance between two column
sir ms excel se bbs kaise banate hay aur estimate & costing ke bare may kuch sikhaie na.
How to read slab reinforcement?? Matlab ek slab ka reinforcement dusre slab me jata hai pls explain d concept
thnx sir
sir in top bar lapping is 25 or 32
pl tell me to calculate the length of beam bar from the colum clear cover vertical reinf of colum bar and is there any gap to left for
good give us more video
sir pls upload video about how to read engineering drawing on site like how to layout column .
Sir is it safe to lap at column junction
Sir please explain about second layer which place is provided I'm not understand which place is on
Sir agr 2 layer bar h to dono k bhich ka distance kya hoga
sir please upload ur two way slab site video..
sir column me lap kar sakte hai kya? technical way me lap kaha hona chahiye
Hello sir
please upload test video of quality control lab.
Excellent teaching.
But I have a doubt regarding lapping.
Actually lapping should be avoided at the Beam & Column junction..
But you have shown the lapping at Column & Beam junction at the bottom.
Is it acceptable sir, This type of lapping at Column & Beam junction ?
Yes in practice it is acceptable.
Autocad Mai ye BBS bana sakte??
How to possible to provide 1600mm development length? Please explain
how to define centre to centre distance between bars in a roof slab?
sir make a video on bbs of footing or foundation
sir can you please upload the circular slab BBS and DOME shaped slab BBS
Hello sir I want to learn about the BBS for pier rcc girder and slab that are used in large bridges and flyover.
Please help
sir plz upload for a minor bridge of BBS
Sir make a videos for Stander slum test type of concrete.
sir beam ka lap column pe padega ya nahi agar padega to alternet padega ya ek sath sir reply fast kuki mai site pe hu
Actually a logical question..should answer this !
Sir, start videos on BBS in an excel sheet
Sir many times i have request you this is the last time please make a video how to make in excel sheet
nice video sir,send me more videos
why is the lapping lenght of 1st layer of top bar (50×32)???? shouldn't it have been (50×25) ???? please let me know
sir aapne zone 2 ke liye number of stirrups nikale video k last part me but aapne spacing 100mm hi rkhi h. or question k andr to spacing alag h...
sir apne jo last mein prove Kia he z1,z2 . z-1 mein spacing 100mm or z-2 mein 150mm but apne do zone mein spacing 100 calculate Kia he
Sir please upload BBS table formats.BBS to mai sikh gaya hu but uaka table formats mai Kaisa hona chaiye Kaisa nahi usme mujhe bahut confusion hai.please sir upload one manually BBS table formats