You explain so well that you cover each and every point and in a very simple language that even a non technical person will understand. Hats off to you. Thank you very much
Hello namaste sir ji.... Aap jaise civil Engineer RUclips platform pe hai to fresher engineer ko kabhi problem nahi hogi hai sir .... really love u ...maine jo bhi learn kiya hu wo sara aap hi k chanal pe sikha hu ... Thanku so much
Good luck Boss, i am 55 from kerala, i am an ex gulf return. Your every vedios are very useful, every fresh civil engineers are failures because no one teach them even if appointed but thrown out with in weeks or months because no practical experiences. For every freshers your vedios are very valuable.
Bhai ap or v aage jao or ap sach me bohat accha se smjhate ho i like ur channel ...me to kisi v fresher civil engineering ko zarar apka channel visit krne bolunga or hmko nai lagta koi sikh na paye is channel se great work broo
Sir, mai aapka us time ka student hu, jis time aap pen paper pe samjhate the🙂... Aavi tooh bahut improve ho gaya aapka setup. Aap ki har video pe kuch na kuch sikhne ko milta hai... God bless u Sir👍
Amazing....your way to explain is marvelous. I regulary watch your video and lots of my concepts are going to be cleared. I am from Lahore Pakistan. Grateful dear for your sharing valuable knowledge. With Regards Rana Muhammad Haris
You have explained it such a way that even non technical person can also understand it well. Kindly get me one clarification: Why the tie bars/stirrups have not been considered while calculations %age of steel. I hope you will respond to it
Very informative video and very well explained. One question, If u can plz answer The 0.8% to 6% is a huge gap what determines if we should use more steel to stay towards the higher end of AIC limit like 4% - 6% or to the min limit 0.8 -1%? Does it mean more steel is better ?
Dear Mukesh bhai, i am Engineering Geologist by profession amd working in well known top ranking Engineering Consltant firm NESPAK of Pakistan. I have lots of interest in civil Engineering as well. One humble request is to make video on the title " reinforcement designing if slab". Hope you would consider my request as my mentor. Grateful.
Sir ap bara kijiye video koi problem nehi he ....... Ap paratehe awesome......plzzz sir ap pariye or sir ek bat g+3, 4,5,6 etc. Tab kese column beam ka size change hoga IS code ke hisab se or distance kise barega 2 column ke bichme ek video bana dijiye na plzzzz collegeme apke jesa nehi parate he plzzzz sir
Sir agar hum ko 25dia ki jagha 20dia ka steel use kar na hai beam to uas ko cross section area mai 20Dia ka steel kitna use karna chaiye.. ya ktna steel lagana chahiye 20. Agar 5nos 25 dia k dyu rakhea hai to
One Question Eg. If we cut section at bottom , we get 4% steel. For same column we cut section at lapping zone then we get greater than 4% steel (>4%) at that time IS code condition fail or not please say ( and for 6% steel at bottom and lap zone)
You explain so well that you cover each and every point and in a very simple language that even a non technical person will understand. Hats off to you. Thank you very much
Hello namaste sir ji.... Aap jaise civil Engineer RUclips platform pe hai to fresher engineer ko kabhi problem nahi hogi hai sir .... really love u ...maine jo bhi learn kiya hu wo sara aap hi k chanal pe sikha hu ... Thanku so much
Best teacher of civil engineer on the you tube plateform .Thank you Sir ☺️🙏🙏🙏
Good luck Boss, i am 55 from kerala, i am an ex gulf return. Your every vedios are very useful, every fresh civil engineers are failures because no one teach them even if appointed but thrown out with in weeks or months because no practical experiences. For every freshers your vedios are very valuable.
Sir, ap khan thy aaj ist time ap live dakha bhout khushe hove hai, kia zabardast andaz hai ap ka batayn ka.yakeen jany aik donkey ko be samaj aya ga
Bhai ap or v aage jao or ap sach me bohat accha se smjhate ho i like ur channel ...me to kisi v fresher civil engineering ko zarar apka channel visit krne bolunga or hmko nai lagta koi sikh na paye is channel se great work broo
Aap bhot acha sikhate ho sir
Maine aapki bbs ki video dekhi sb samz aaya thnku sir
सर् भगवान अपको लम्बी उम्र दे सर् आपका समझाने का तरीका बहुत अच्छा है
Sir you are a magician aapse achha koi nhi samjha sakta aap kamzor se kamzor student ko bhi easily se samjha sakte ho
Thankyou so much sir bohot hi easily smjhate hai aap ❤️
Ur effort too goosebump, Hi Bro I’m from Kerala
Great ho aap,, Bhagwaan aap ka mangal kariye.man toh kar raha hai ki 100 bar vdo ko like dene ke liye👍
Sir ..aapka video mein like banta hai...thank u...frm nepal
It is a very informative video....Very well explained sir.
Sir, mai aapka us time ka student hu, jis time aap pen paper pe samjhate the🙂...
Aavi tooh bahut improve ho gaya aapka setup.
Aap ki har video pe kuch na kuch sikhne ko milta hai...
God bless u Sir👍
U r good teacher sir for any doubt clear.🙏
Very nice sir
Good explanation sir
Sab kuch achha se samajh aa Jata hai
Fantastic method of advising. I have been a big fan of your mind.
Very very important topic
Nice vedio sir
God bless you
Thanks for coprating to all engineer.
Very nice style of teaching.
Keep watching
You are a good teacher sir
Thanks sir for worthy and helpfull information. And also for screen shot
Bhai you are so humble...nd teaching skill is excellent....🙏🙏 Chalte rao ..🚶🚶🏃
Sirji app video lamba bane iski chinta na kare, bus video me choti si choti baat na chute iska thayn rakhe . Thank you and nice experience
Sir you are to good the way you teach us is very Interesting
Amazing....your way to explain is marvelous. I regulary watch your video and lots of my concepts are going to be cleared. I am from Lahore Pakistan. Grateful dear for your sharing valuable knowledge. With Regards
Rana Muhammad Haris
Thanks Brother This Method help me Alot
Thanks u sir.. please aise hi video banate rahiye sir
Beautiful description.
Thank you so much for your beautiful explanation 👍🙏🙏
Really great teaching 😌
Thank you very much. It will surely help me in my professional career.
Must share
This is very good video to check the stracture is balance, under or over reinforced.👌👌👌
Mind blowing explanation.... 🙏🙏🙏
best video for fresh site engineers
Wha guruji wha 🙏🙏 very useful topics covered kiya aap ne
Excellent and usefull video Thanks sir for making this type of videos...
Nice sir very simply teaching u
U the best teacher sir
Just Amazing broo....tq for sharing ur knowledge..
Your the fabulous 👌 great explanation
You have explained it such a way that even non technical person can also understand it well.
Kindly get me one clarification:
Why the tie bars/stirrups have not been considered while calculations %age of steel.
I hope you will respond to it
Thanks for making very important video👏👏👏
Magar Aap batate achachhe ho sirji
THANK YOU VERY MUCH SIR...GREAT EXPLANATION
You are the best Mukesh ji❤️
Broooo thankuuuuu so much!
Greatttttttt Explanation !!!
you are very good teacher.
plz tell about total station
how to use
Hello very good Explaination
Very informative video and very well explained. One question, If u can plz answer The 0.8% to 6% is a huge gap what determines if we should use more steel to stay towards the higher end of AIC limit like 4% - 6% or to the min limit 0.8 -1%? Does it mean more steel is better ?
Superb explanation
Thanks for great effort and knowledge sir 🌹😊
Sir please make a series to how to solve BBS in excel and AutoCAD.
How to do smart work.
And also start billing of building project.
Dear Mukesh bhai, i am Engineering Geologist by profession amd working in well known top ranking Engineering Consltant firm NESPAK of Pakistan. I have lots of interest in civil Engineering as well. One humble request is to make video on the title " reinforcement designing if slab". Hope you would consider my request as my mentor. Grateful.
Excellent knowledge.
Kamal method ha bhi ka smajna ka keep it uo bro
This was very interesting and useful for me
Very nice...from ASSAM
Vry important concepts 👍👍
As/bd*100.
This is so simple. Take the column section in inch and for each 16 mm steel area per inch as 0.31.put the value and get the result.
Excellent sir. please Explain how to calculate minimum no of bar required in colomn or beam
Nice explanation sir
❤ very good .
Zahid khan peshawar Pakistan
Amezing Sir very helpful video 🙏❤️
Please provide full vedio in one for entire civil engineering, both theory and practical. If possible also provide animation
Very knowledgeable video sir..🙏
Lots of information!!! thank you sir
Your learn excellent work
Excellent sir. ❤️
Thanks sir....very important topic.
Very important topic
Good knowledge sir ji
Very nice work
Awesome.... Explanation
Good explaine sir 👍
Sir ap bara kijiye video koi problem nehi he ....... Ap paratehe awesome......plzzz sir ap pariye or sir ek bat g+3, 4,5,6 etc. Tab kese column beam ka size change hoga IS code ke hisab se or distance kise barega 2 column ke bichme ek video bana dijiye na plzzzz collegeme apke jesa nehi parate he plzzzz sir
Excellent sir ...keep it up.....🏅
sir lapping ko bhi consider karna hoga every time kyoki lapping every floor per hogi hi.please tell me sir
Sir excellent information
Narayan Bless 🙏 You
Thank you Sir 🙏❤️ most important
God tusi great ho.....
Superb explain nice
Waise ek bat to hai aap mehnat bahut karte hain janab
Thank you sir 👍
Can you please teach how to cal load of building & how to design the structure of it. & how to vary column, beam sizes as per structure design
And what is the ideal value for more strength.
Thanks you so much sir
Sir agar hum ko 25dia ki jagha 20dia ka steel use kar na hai beam to uas ko cross section area mai 20Dia ka steel kitna use karna chaiye.. ya ktna steel lagana chahiye 20. Agar 5nos 25 dia k dyu rakhea hai to
Awsm well explained
First RUclipsr said to only share video... Thank god m subscriber❤
Tq u bro
It's nice
This question was came in jssc exam jdlcce % of steel in column
Thankyou so much
Good message
One Question
Eg. If we cut section at bottom , we get 4% steel.
For same column we cut section at lapping zone then we get greater than 4% steel (>4%) at that time IS code condition fail or not please say ( and for 6% steel at bottom and lap zone)
Wall working meterial?, water using? In aac block work?, how distance provided beam, door, window side casting.
Superb sir
Sir please provide video on fire fighting for building with drawing .
Sir pleease tell me about with design of column is 456 and also consider with area of column including
Thanks sir ...I have a doubt why crack comes on walls?