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.
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?
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
Sir, for stirrups. In earlier videos, You've mentioned it to be 6 inches for stirrups towards the end (high bending moment). However, for this video its 2 inches. Kindly clarify whether it is 2 or 6 inches, thank you.
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'm planning to make big luxury villa house (75x45 ft total distance of house) and i want double height living room (60x40 ft) . can you give suggestion between two pillars distance ... is this possible ?
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.
I like fellow civil Engineers who share knowledge. Sharing is my passion
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
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 🇰🇪
Hi I'm an architect and I'm very much appreciating all your lectures .
Thanks you sir, for sacrifices you made for us, especially those who has no idea,I'm a civil engineer still in school.
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
Hi sir... Your a good lecture for all who want to be an engineer.. Im so proud of what you have discuss..
bro, lot of thanks to you, I've gained more field knowledge from you than my college.
I’m an Insurance Underwriter..
And i need these knowledge for my work ..
These videos are really helpful for my job
Thank bro
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 for giving more information about civil engineering because I am student of mechanical engineering
I love how you teach...God blessed you..🙏 from 🇬🇭
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!
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.
Ma Sha Allah bht khoub. Allah apko ajar dy aameen
Great and insightful 👍lecture for civil engineers
Interesting lesson prepared liked this Sir
That handwriting is so neat!
I like this video civil engineering drawing.very good this video.Ok.Ashar
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?
Great khan Saab, Really appreciate your efforts. I learned a lot from you. Thank you
Thanking your sir I very poor student and video is very useful to my future and good lecture
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
Very informative topic as always.Thank you
Good information sir TeX form Afghanistan I like your lessons
Thankful, it's useful and important briefing lecture 👍
❤
Thank you sir realy your lectures are very usefull
How to measure soil bearing capacity
You are a good teacher.
Super nice explanations with Crystal clear
Thank you sir. I learned alot with your topics. 😊
Thanx for valuable information ..hindustan zindabad. 🇮🇳
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.
Nice lecture, more understandable if along withb corresponding animation for non civil engineers especially !!
Thanks a lot for very knowledgeable video 😀🤗🙆♂️
Thanks for the basic information❤❤
Sir kindly check the factor of safety 1.5 of 10000kg /sq.m is 15000 kg /sq.m .
Im sri lanka 🇱🇰
Your lecture is better
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
Is M15 same as class 15. I think it's in the ratio of (1:3:6)
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?
Same question sir,From Bangladesh 🇧🇩
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.
Nice information and nice explanation 👍
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...
The formwork has too much gap to fill up prior for concrete pouring
Can you teach cantilever slab and chajja steel reinforcement
valuable information brother love you
Very informative. Thank you!
Hello how do you know side bearing capacity of the soil to the foundation
Thanks brother , very good information.
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.
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?
Design load X factor of safety = 10000 X 1.5 = 15000 kg per sqm.
How come its 25000 kg per sqm
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
Excellent efforts... Thank you
what is best mixture/ratio for footing?.M12 or M20?
Sir Thanks For Teaching 👍🏻✌🏻
Sir, for stirrups. In earlier videos, You've mentioned it to be 6 inches for stirrups towards the end (high bending moment). However, for this video its 2 inches.
Kindly clarify whether it is 2 or 6 inches, thank you.
Very useful tips sir ❤️❤️
If our SBC is less than the design load what should we do
Sir please explain steel grade bar and how many types of steel grade bar.
Once again u have done a great teaching. Can u explain something about concealed beams?
Mashallah sir G
Jai Sri Ram🚩🚩🚩
How to calculate bearing capacity of different meterials
Great lesson👌💯
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.
Nice explaination, how assume design load
i'm planning to make big luxury villa house (75x45 ft total distance of house) and i want double height living room (60x40 ft) . can you give suggestion between two pillars distance ... is this possible ?
It's possible if you have lots of money then go to structural engineer near you
Hello Sir, please why should the distance between two RC columns be 5m, how does it influence the stability of a structure? 🙏
How ld develop if already column casted
Sir, SBC means Safe Bearing Capacity as far I know!
In which course/career does SBC mean safe....
No sir,SBC IS SOIL BEARING CAPACITY.HE IS CORRECT
how do we calculate design load on a real ground?
Hi watching from the Philippines thanks for the lecture ✌️
How we know what is design load of a building?
Very help ful ❤❤
So explicit, thanks.
How he is speaking Sail its Soil, I was a bit confused...
😂😂
Great
I need to know the type of steel for G Plus 1 Construction
Good work sir
You are saying factor of safety 1.5 times.Then how come for 10000kg to 25000?.
Thank you I am here to read the comment is I wondered some one will ask this and I can get through clarification for my confusion 😒😒
It is mathematical error. Correct it by yourself!
1.5 times is the minimum number of times
He said 5 times not 1.5
It was actually a mistake, He meant to 15,000kg/m². He factored the designed load of 10000kg/m²
And what about other strrips
Wonderful lecture.
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
Plzz make Vidio for stair case
Ok so how can you build it to hold the 25.000 kg_ m2
Nice 👍
Sir how to calculate the Soil Bearing Capacity. If you have any reference could please clear my Doubt.
Do mckintosh probes for house frm blow numbers resistance at 1m depth can give soil bearing
Salaam aleyqom.
I have not understood about 12D
What's D? Could you Express it wisely please.
D mean diameter of bar
Clear Explanation, thanks and really useful knowledge.
are these points that you mentioned related to ACI code??
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
Great video for us sir
Please send video Reinforcement welding as per IS code.
Nice clear video sir.
Hello sir! what is DPC stand for ??
Damp proof course