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.
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?
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.
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...
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
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?
Amazing video... its very good for fresh civil engineers, also you are requested to to plz a video about share force & seepage problems in basement floors.
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I like fellow civil Engineers who share knowledge. Sharing is my passion
Thanks you sir, for sacrifices you made for us, especially those who has no idea,I'm a civil engineer still in school.
I am a Mechanical engineer but I love listening,learning to these lessons/lectures thanks for your good heart sir.
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
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.
Hi sir... Your a good lecture for all who want to be an engineer.. Im so proud of what you have discuss..
I’m an Insurance Underwriter..
And i need these knowledge for my work ..
These videos are really helpful for my job
Thank bro
Thanks for giving more information about civil engineering because I am student of mechanical engineering
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.
Brother; thank you! good contribution for the globe. Respect!
Great and insightful 👍lecture for civil engineers
Hi I'm an architect and I'm very much appreciating all your lectures .
I love how you teach...God blessed you..🙏 from 🇬🇭
Ma Sha Allah bht khoub. Allah apko ajar dy aameen
Interesting lesson prepared liked this Sir
You know the subject thoroughly and your presentation ie excellent. A good Lecture. Thank you dear sir.
You are a very good lecture.. I really enjoy your lectures.
Great khan Saab, Really appreciate your efforts. I learned a lot from you. Thank you
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
Thanks a lot for very knowledgeable video 😀🤗🙆♂️
Very informative topic as always.Thank you
That handwriting is so neat!
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
Sir kindly check the factor of safety 1.5 of 10000kg /sq.m is 15000 kg /sq.m .
Thank you sir. I learned alot with your topics. 😊
Good information sir TeX form Afghanistan I like your lessons
Once again u have done a great teaching. Can u explain something about concealed beams?
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?
Mashallah sir G
Thankful, it's useful and important briefing lecture 👍
❤
Super nice explanations with Crystal clear
Thank you sir realy your lectures are very usefull
Great video for us sir
You are a good teacher.
Thanks for the basic information❤❤
I like this video civil engineering drawing.very good this video.Ok.Ashar
The formwork has too much gap to fill up prior for concrete pouring
Design load X factor of safety = 10000 X 1.5 = 15000 kg per sqm.
How come its 25000 kg per sqm
Great lesson👌💯
Great
Very informative. Thank you!
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.
Very useful tips sir ❤️❤️
Thanking your sir I very poor student and video is very useful to my future and good lecture
Sir, if i put 60cm plynth beam from natural soil ground level do i need to put also a footing beam buried underneath? Thank you.
Good work sir
Good example
valuable information brother love you
Sir Thanks For Teaching 👍🏻✌🏻
Thanks brother , very good information.
Nice 👍
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...
Wonderful lecture.
Hi watching from the Philippines thanks for the lecture ✌️
Thanx for valuable information ..hindustan zindabad. 🇮🇳
Nice information and nice explanation 👍
Nice
Excellent efforts... Thank you
Nice lecture, more understandable if along withb corresponding animation for non civil engineers especially !!
Informative video
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
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
Very helpful bhaiya
How to measure soil bearing capacity
Good lecture sir
Nice clear video sir.
what is best mixture/ratio for footing?.M12 or M20?
Good teaching sir
Very good information
Very useful thanks
If our SBC is less than the design load what should we do
So explicit, thanks.
Is M15 same as class 15. I think it's in the ratio of (1:3:6)
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
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 🇧🇩
Good lacture
Hello how do you know side bearing capacity of the soil to the foundation
Very good Engineer.
Sir You are Masha Allah
Sir please explain steel grade bar and how many types of steel grade bar.
they say that plinth level should be at 30-45 cm
Clear Explanation, thanks and really useful knowledge.
Nice 🎉🎉🎉
how do we calculate design load on a real ground?
Zajak Allah
May God bless you
How he is speaking Sail its Soil, I was a bit confused...
😂😂
I need to know the type of steel for G Plus 1 Construction
Thank you Sir 🙏🙏
How to calculate bearing capacity of different meterials
How we know what is design load of a building?
Plzz make Vidio for stair case
Im sri lanka 🇱🇰
Your lecture is better
Hello Sir, please why should the distance between two RC columns be 5m, how does it influence the stability of a structure? 🙏
Thank you sir
If the design load is 10000 kg/sq-m with a factor of safety of 1.5 then should not the bearing capacity be 15000kg/sq-m?
Amazing video... its very good for fresh civil engineers, also you are requested to to plz a video about share force & seepage problems in basement floors.
Mash Allah I'm so happy for ur lecture sir