This lecture was indeed the best among all the other lectures i came across on youtube....!! Hats off to u sir and huge respect to your amazing explanations skills!!
@Jaydev-oj2hx2 жыл бұрын
So nice that you're explaining each and every term and how and why its there. Thank you for such good explanation
@civilconst2 жыл бұрын
Glad it was helpful!
@94hamoody2 жыл бұрын
Very good job Thanks a lot Engineer
@abdikadirmuseibrahin4256 Жыл бұрын
Thanks teacher I hope good future and good time for your life because you help so much
@civilconst Жыл бұрын
Thanks for such words. Really appreciate
@pradeepkalauni80464 жыл бұрын
Phila ko video haru ma Vanda aaila ko video haru ko quality ma ramro xa 💯
@civilconst4 жыл бұрын
Thanks. And how about the content bro ?
@pradeepkalauni80464 жыл бұрын
@@civilconst content ni dhari ramro. aba aru subject hydropower haru ko ni banaunu...
@civilconst4 жыл бұрын
aaudai cha bro
@pradeepkalauni80464 жыл бұрын
@@civilconst okay dhari ramro
@Sarvankumar-ky7po4 жыл бұрын
सरवन ।
@upaharpoudel41124 жыл бұрын
All Your Loads are calculated on KN/m2. For calculation of Load of Flight, You should have Multiplied by its width in order to make in in KN/m however it worked it landing since your landing width is unit meter
@civilconst4 жыл бұрын
design is done by considering unit width of structure as done for slab and beam
@Cdramab4 жыл бұрын
I am from Bhutan and studied civil engineering from Bangladesh but they follow US codes and method. As Bhutan follows Indian standards, I have little knowledge about that. So will you suggest one textbook with Indian standards available in online? And also I would be grateful if you could make video of complete building analysis tutorials based on Indian Standard. I request you so because you go for every corners to explain about how it comes and that's what i actually need at this moment. Thank you
@abhinavmishra755 Жыл бұрын
For starters you can go with RCC designs by BC Punmia... It has every domain included relating to RCC structures.. After that you can go for Pillai and Menon for getting in depth knowledge
@ShubhamSharma-yk9uy4 жыл бұрын
Excellent work 🤘🏻 good vedio .
@civilconst4 жыл бұрын
thanks
@Sauravkumar-fp8hx2 жыл бұрын
great effort 👍👍 I have learnt a lot of things from here thankss a lot....... ❤️❤️
@civilconst2 жыл бұрын
So nice of you
@navraengineers44824 жыл бұрын
Which reference material you have used for RCC structure design?
@swastikpoojari75262 жыл бұрын
How can you consider 25 kn/m3 density for load of steps are we considering steps in rcc? It's should be 24 kn/m3
@Amit-tf2no3 жыл бұрын
Is it correct to divide the wt of step and slope by 1/T.... Because density (kn/M3) when multipled with area gives kn/m....but you are again dividing by 1/T so the final unit will be KN...please suggest if my understanding is wrong
@civilconst3 жыл бұрын
We are doing for per unit width so we have multiplied it by 1 m as well so it’s like volume now rather than area considering length, unit width and depth of steps. So its like (KN/m3 x m x m x m ) x 1/m
@rameshsuwal66024 жыл бұрын
xu/d is missing in 0.36fckbd(d-0.42xu) sir, correct it in your copy......
@sachinkamate34253 жыл бұрын
Best explanation thanks 👍
@civilconst3 жыл бұрын
Thanks . Do subscribe
@ajaykumarprajapati21012 жыл бұрын
Bro one mistake Step 3 load on landing D) factored load = 1.5X10.765 =16.1475ans
@user-jk3ts1jc3u3 ай бұрын
Very nice sir
@surajthapa10593 жыл бұрын
well explained sir thanks so much
@civilconst2 жыл бұрын
Thanks
@warmthofblaze87884 жыл бұрын
Well explained
@seityajitheisnam2297 Жыл бұрын
While calculating the load on stairs what is the vale 1 for ?
@dhruvghai5789 Жыл бұрын
Great Video
@civilconst Жыл бұрын
Thanks
@kannikagowda2905 Жыл бұрын
Hello can u make video on how to design mat/raft foundation manually
@civilconst Жыл бұрын
Already uploaded
@riyazulhaque26753 жыл бұрын
max shear stress is 2.8N/mm^2, not 0.28 for M20 grade concrete....
@civilconst3 жыл бұрын
Nominal shear stress and maximum shear stress are two different things. We design considering nominal shear stress i.e Tc and you are talking about max shear stress Tmax. Thanks
@kushwahaji1334 жыл бұрын
Good job
@civilconst4 жыл бұрын
Cheers
@bipolarswingstudio38104 жыл бұрын
PLZ INCLUDE THE DESIGN STEPS FOR COMBINED AND RAFT FOOTING IN YOUR CHANNEL
@civilconst4 жыл бұрын
Ok i will
@dhirajshrestha71234 жыл бұрын
Make a video for open well type staircase, please.....
@civilconst4 жыл бұрын
Sure
@nikunjarya96414 жыл бұрын
Sir I have a question regarding with the Max. BM calculation: If there's a condition in which both the landings are of different lengths then the Loading will become unsymmetrical and the Max BM will not come in centre, what to do in such case for calculation of max BM. Please help me with this doubt.
@civilconst4 жыл бұрын
So we will take max bm and design for it
@amreetapandey4362 жыл бұрын
do you have other lectaure videos related to BT?
@shivanandshivsharan39544 жыл бұрын
Excellent video i need basic concept
@civilconst4 жыл бұрын
cheers man
@cabdinuurnuurani64644 жыл бұрын
Thanks sir
@civilconst3 жыл бұрын
Cheers.
@shaikharshan11892 жыл бұрын
How to calculate Ast please reply
@rohankj9113 жыл бұрын
Which pen is that one
@SpritualMantra1083 жыл бұрын
Hlw sir.. For Fe415 Mmax=0.138Fck.bd^2 liney tara Fe500 ko lagi kati liney ho..plz mention..
@civilconst3 жыл бұрын
0.133 Plz refer SP 16
@SpritualMantra1083 жыл бұрын
@@civilconst sir do you have CAD job?
@SpritualMantra1083 жыл бұрын
Buddy u have done everything fine in this tutorial but sorry to inform that u have done one blunder mistake at the last stage no.10. In the last stage ,as u are calculating for distribution reinforcement/bar, take 8 mm diameter bar with cross-section of 50 not 12 mm dia bar . Usually there occurs common and basic concept: during design of stairs, if u are using 12 mm dia bar as ur main bar then for distribution bar always go for lower diameter bars eg.8 mm dia bar for economical designing point of view. If we replace 113 mm^2 with 50 mm^2..the result will be something like 200
@civilconst3 жыл бұрын
@@SpritualMantra108 Yes you are right but that's not a blunder mistake as you can opt for 12 mm bar for distribution as well with greater spacing. Basically I made this video as tutorial for college course not as a real site design. These things you learn as you go on working on real projects. Cheers.
@kambikabheemanna30724 жыл бұрын
Nyc
@civilconst4 жыл бұрын
Cheers
@bijaydumaru15063 жыл бұрын
the thickness is so high ...how can we design thickness equal to125mm
@civilconst3 жыл бұрын
Staircase with 125 mm doesn’t sound good. Provide minimum 150 mm
@gideondave5623 жыл бұрын
Thanks
@cabdinuurnuurani64644 жыл бұрын
We need autocad structural detailing tutorial please
@civilconst4 жыл бұрын
Sure
@II-fy2ul3 жыл бұрын
l/d =30 in which clause it mentioned clause 23.2.1 doesnot mention this condition
@civilconst3 жыл бұрын
These are thumb rule.
@anindyamaji73654 жыл бұрын
Why 1 multiply with all load??
@civilconst4 жыл бұрын
We calculate for unit area
@ShubhamPatil-rl4jk4 жыл бұрын
Not unit area but unit width of whatever we're doing
@ShubhamPatil-rl4jk4 жыл бұрын
Meaning whatever we're calculating will be applied for a width of 1 meter
@civilconst4 жыл бұрын
@@ShubhamPatil-rl4jk Brother if we multiply any dimension with unit width, doesn't it mean unit area ?
@ShubhamPatil-rl4jk4 жыл бұрын
@@civilconst lol we're calculating load here
@gouravsingh9134 жыл бұрын
The last step are not so necessary. These makes complication
@civilconst4 жыл бұрын
Ok for you
@engineerrahul8457 Жыл бұрын
Can u say..about nosing bars?
@civilconst Жыл бұрын
Nominal bar size shall will be ok
@dilaniprasadika39533 жыл бұрын
HAPPY you y
@anishdas73764 жыл бұрын
Very bad
@civilconst4 жыл бұрын
I really appreciate your effort to make a comment. Thanks