My dear friend you are suggesting to provide lapping at the supports for tensile zone of beam. But I suggest in tensile zone of beam you should provide within l/4 from the supports, Please correct your narration if you feel that what I said is correct.
Thank you very much my pro b/c you gave us more advice and advantage for us in construction and also you showed us more mistakes in site plane while we are intire our homes, Thnkx
Your explain to beam lapping in bottom portion in this video different from your explain for beam also in another video. I got dizzy 😵 Noora from Iraq 🇮🇶
Great job sir. Sir, if we provide 50% rebars lapping at l/4 then what we will do for next 50% rebars ? it's like for next 50% l/4 from lapping area or anything else?
Bro .. your vedio is very good but in beam i think you are mistaken ..... at the top extra bars should be at the corners of beam and in the bottom side you will provide in middle
24D,45D,50D and 60D Formula for leaping length Column Beem and Slab Sir I understand D for daya for steel But not understand 24,45,50 and 60 So please explain next video
Bhai for column lap should be provided staggered.. please not this point...and for slab lap please explain with diagram as explained for beam and column
You sir are a genius of education for civil. Thank you
In beam lapping zone for upper steels are along with columns and lower steels are middle portion of the beam. Which you showed in last beam drawing.
My dear friend you are suggesting to provide lapping at the supports for tensile zone of beam. But I suggest in tensile zone of beam you should provide within l/4 from the supports, Please correct your narration if you feel that what I said is correct.
Thank sir l have been following your lecture for six months and I have learned alot
Thanks for this vital information Sir. Love from Bangladesh ❤️
75mm may be too short for lapping, I think minimum hooks length for column- Mizo Mistiri
Thank you very much my pro b/c you gave us more advice and advantage for us in construction and also you showed us more mistakes in site plane while we are intire our homes,
Thnkx
Your explain to beam lapping in bottom portion in this video different from your explain for beam also in another video.
I got dizzy 😵
Noora from Iraq 🇮🇶
Great job sir.
Sir, if we provide 50% rebars lapping at l/4 then what we will do for next 50% rebars ? it's like for next 50% l/4 from lapping area or anything else?
Vertical= 50D
Horizontal=60 D
Bro .. your vedio is very good but in beam i think you are mistaken ..... at the top extra bars should be at the corners of beam and in the bottom side you will provide in middle
24D,45D,50D and 60D
Formula for leaping length
Column Beem and Slab
Sir I understand D for daya for steel
But not understand 24,45,50 and 60
So please explain next video
Sir at bottom portion the lapping we can not do in beam column joint (weak portion) why you said in beam column joint can you please explain.. 🙏
Very interesting and helpful video... From Mizoram
sir you teach about lapping length in 12 technical terms the lapping should not be less 36mm but why you tech lapping length 75 mm
WoW your teaching style. I like this style.
👍👍
Thanks sir keep up the hard work of educating us.
ONE OF THE BEST VIDEO
No need for different color marker, save your focus and use 1 black marker.
Very very helpful video sir nd thank u so much sir
👍👍
Trying to make a one bed/bath 14x40 with 4 foot porch on front please help with interior wall thickness
Interior wall can be 4 inches
Great video sir
Your acent is really gd sirr
Thanks for sharing these information
Can we use this formula if the dia of bars is in inches
Sir if lapping of column comes in slab area then what is the solution pls explain
Sir can u show the differences of lintel beam,roof beam,concealed beams
Very nice explain
Concepts clearing.....👍👍👍
75 mm is minimum hook length but it is not min. Lap length
Our least bars is 6 mm
Can you talk about mass concrete slabs calculations?
Thanks For Teaching 👌🏻👍🏻✌🏻
Is this valid only for indian standrads or any?
کالم کے اوپر کونسی سلیب ہوتی ہے؟؟
Did your university use IS code while teaching? What university is that?
Bhai for column lap should be provided staggered.. please not this point...and for slab lap please explain with diagram as explained for beam and column
Very nice
Good sharing 🙏
How many grade of steel explain grades
Nice lecture
Super sir
Thank you very much
Thanks a lot sir
I saw your another you told that for column .24d
Now here you say that 45d .
Which one is correct
Dear Please correct the mistakes dear regarding lap length location ,positive and negative moments location in beam.
Good video👍👍
joggle needed for 12mm dia bars in column?
72mm
Sir I understand L/4 and H/5
But not understand 24,45,50 and 60
Many thanks
Do you have a book for sale to help us to buy it concerning this course
I got it
Nice Engineer
👍
Too good yhanjs
Better you provide details in your native language it's good
Zones sir?
No need laps at the center of the column
Thanks sir....
Thank you sir
Thanks
Walekum Assalam Sir.
GOOD SIR
Aci codes plz
Love From israel :)
Aby urdu man samjha day bhai
Angrez wasay bhi parhay likhay hotay han,,,,,
میں آپکا دکھ سمجھ سکتا ہوں 😫
Plz provide clause no?
good morning
assalam valikum
Plz explaine in Hindi
हिंदी मे करते तो अच्छा होता.
Urdu ma please
Sir tech or translation kannada
phone no
Pehle aap thoda padh lo... Phir padhao.... Galat info mat do
Thanks
Thank u sir
Thank you sir