Wow! I'm really learning. But please Sir, explain to us the step-by-step procedure in a building construction, from the clearing stage to the roofing. Thanks once again.
Imagine the load of structure acting on to the foundation of a building now rather than transmitting this pressure we might convert it to a form of energy that will support the structure or produce power
Bhai!!! Can you please mention the standard references also against these values you are throwing on us, or please reveal the source so people can use them safely...
I have a question for you on the step 6 We have the beam with the length of 25 cm and the steel number is 25mm so how you can define it can you solve it
You are some how mistaken in some sort of hurryness the formula for the ld will be [Length of the beam*dia of the steel bar] What I am thinking so far by the way nice lecture it really makes some help for many of civil plus more surrounding fields also god bless you Ao rora domra kho za hom Poe shom che pukhton ye kho da rata owaya che da km zae ye Pa kpk ke
Developing length how you will do on site for beams? When you casted (Pour column) up to roof level. Next pour normally do for roof Slab and beam together. Where you will do developing length?
I first want to thank you for such an informative lesson. However, I would like to know, when you said that RCC should be minimum 5 meters apart, Is that distance from centre to centre of the columns?
Hi sir, my question is regarding the item no.5 How about at the long section beam having a rebar of column or stump. Then the place of stirrup also 2” which is inside the column or stump? Or would be 2” after the column/stump rebars? Thanks.
Thanks very much sir U are a good lecturer but I have questions My question is from that number 4: if u will use 5m as distance between columns, what should be the size of the columns and beam
I like fellow civil Engineers who share knowledge. Sharing is my passion
I am a Mechanical engineer but I love listening,learning to these lessons/lectures thanks for your good heart sir.
Precise and Relevant Information well delivered for us builders ...thanks from Kenya 🇰🇪
Ma Sha Allah Sir Bahout E Zabaradst Tareeqa Batt Ko Define Karnay Ka Or Bahout He Important Basic Knowledge Allah Pak Apko Hamesha Khush Rakhay
bro, lot of thanks to you, I've gained more field knowledge from you than my college.
Interesting lesson prepared liked this Sir
Hi sir... Your a good lecture for all who want to be an engineer.. Im so proud of what you have discuss..
Hi I'm an architect and I'm very much appreciating all your lectures .
Thanks for giving more information about civil engineering because I am student of mechanical engineering
first of all thank you so much, what are the ways to measure SBC, how can we check it at a preffered site? thank you
I’m an Insurance Underwriter..
And i need these knowledge for my work ..
These videos are really helpful for my job
Thank bro
Thanks you sir, for sacrifices you made for us, especially those who has no idea,I'm a civil engineer still in school.
You're a good lecturer and your students must be proud of you wherever they're working from.
So good keep it up
You R a good lecturer very nice
Great and insightful 👍lecture for civil engineers
Wow! I'm really learning.
But please Sir, explain to us the step-by-step procedure in a building construction, from the clearing stage to the roofing. Thanks once again.
You are a very good lecture.. I really enjoy your lectures.
I love how you teach...God blessed you..🙏 from 🇬🇭
Brother; thank you! good contribution for the globe. Respect!
You are a good teacher.
Mashallah sir G
Jai Sri Ram🚩🚩🚩
Thank you sir realy your lectures are very usefull
Ma Sha Allah bht khoub. Allah apko ajar dy aameen
That handwriting is so neat!
Great
Good information sir TeX form Afghanistan I like your lessons
Good work sir
Very informative topic as always.Thank you
Super nice explanations with Crystal clear
Nice 👍
You know the subject thoroughly and your presentation ie excellent. A good Lecture. Thank you dear sir.
Great lesson👌💯
Thanking your sir I very poor student and video is very useful to my future and good lecture
valuable information brother love you
Good teaching sir
Wonderful lecture.
Great video for us sir
Very useful tips sir ❤️❤️
Informative video
I like this video civil engineering drawing.very good this video.Ok.Ashar
Thanks for the basic information❤❤
Good lecture sir
Thankful, it's useful and important briefing lecture 👍
❤
Nice information and nice explanation 👍
Thanks a lot for very knowledgeable video 😀🤗🙆♂️
Good example
Imagine the load of structure acting on to the foundation of a building now rather than transmitting this pressure we might convert it to a form of energy that will support the structure or produce power
How to calculate bearing capacity of different meterials
Thanx for valuable information ..hindustan zindabad. 🇮🇳
Im sri lanka 🇱🇰
Your lecture is better
Very help ful ❤❤
Thanks you very much
Nice
Sir Thanks For Teaching 👍🏻✌🏻
Great khan Saab, Really appreciate your efforts. I learned a lot from you. Thank you
Very good information
I didn’t understand your first point about factor load 1.5*5000=7500
But u said 25000
He is doing 10000 × 1.5 which is 15000 but he write 25000
Thank you sir. I learned alot with your topics. 😊
Nice 🎉🎉🎉
Thanks brother , very good information.
Nice clear video sir.
Good lacture
Very informative. Thank you!
Very useful thanks
Can you teach cantilever slab and chajja steel reinforcement
May Allah continue to reward you and increase your knowledge. This is really helpful
May Allah increase all of us knowledge and grant us perseverance, Allahumma Ameen
Bhai!!!
Can you please mention the standard references also against these values you are throwing on us, or please reveal the source so people can use them safely...
How to measure soil bearing capacity
I have a question for you on the step 6
We have the beam with the length of 25 cm and the steel number is 25mm so how you can define it can you solve it
You are some how mistaken in some sort of hurryness the formula for the ld will be
[Length of the beam*dia of the steel bar]
What I am thinking so far by the way nice lecture it really makes some help for many of civil plus more surrounding fields also god bless you
Ao rora domra kho za hom Poe shom che pukhton ye kho da rata owaya che da km zae ye Pa kpk ke
Sir kindly check the factor of safety 1.5 of 10000kg /sq.m is 15000 kg /sq.m .
Once again u have done a great teaching. Can u explain something about concealed beams?
Sir thank you for yiur lesson and i would like to ask you DPC. concrete alternative name is blinding concrete right?
DPC means Damp Proof Course. Usually give on the top of plinth.
Plzz make Vidio for stair case
Excellent efforts... Thank you
nice sir
Very helpful bhaiya
Is M15 same as class 15. I think it's in the ratio of (1:3:6)
Thank you sir
Thanks sir
If our SBC is less than the design load what should we do
Nice lecture, more understandable if along withb corresponding animation for non civil engineers especially !!
Sir please explain steel grade bar and how many types of steel grade bar.
Hi watching from the Philippines thanks for the lecture ✌️
After end of video pls aap side main kahde raho sir so that we can take screen shot of all that you teach to us
Nice explaination, how assume design load
How he is speaking Sail its Soil, I was a bit confused...
😂😂
wow
So explicit, thanks.
Very good Engineer.
Developing length how you will do on site for beams?
When you casted (Pour column) up to roof level. Next pour normally do for roof Slab and beam together. Where you will do developing length?
May God bless you
I first want to thank you for such an informative lesson. However, I would like to know, when you said that RCC should be minimum 5 meters apart, Is that distance from centre to centre of the columns?
Same question sir,From Bangladesh 🇧🇩
Design load X factor of safety = 10000 X 1.5 = 15000 kg per sqm.
How come its 25000 kg per sqm
Hi sir, my question is regarding the item no.5
How about at the long section beam having a rebar of column or stump. Then the place of stirrup also 2” which is inside the column or stump? Or would be 2” after the column/stump rebars? Thanks.
The formwork has too much gap to fill up prior for concrete pouring
And what about other strrips
Hello how do you know side bearing capacity of the soil to the foundation
Zajak Allah
Thank you Sir 🙏🙏
Thanks very much sir
U are a good lecturer but I have questions
My question is from that number
4: if u will use 5m as distance between columns, what should be the size of the columns and beam
Depends on the load subject to the columns there’s no standard.
they say that plinth level should be at 30-45 cm