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!!
sir ur way of teaching is too gud but dont go fast ..jinko sikhna hoga vo sikh lega chaahe video 1 hr ka hi kyun na ho,..viewrs k chakkar m or time km krne k chakkr m aap fast mt lijiye...kuch log ese bhi h yaha jo direct kuch basic pdhe bina hi aapka video dekhte h like me or apke videos dekhte time mujhe basic pdhne ki koi jaroorat nhi lgti itani saffai se aap sikhate ho...thank you...
Your Mu should come as 135.75KNm as your taking the moment from midspan ! You did the error in CG while calculating the for 2 equation it's should be ((1.465+3.3/2 )/2)
Sir,my faculty told me to take less spacing than whatever we get from the formula but you took little more ( 179.9 as 180 mm ,as per my faculty it may be 175 mm ) ...which one is correct please let me know?
A flight of stairs to be provided in an office building is to be supported by a stinger beam on one edge and a brick wall on the other. The effective horizontal span of stairs may be taken as 1.5m. The risers are 150mm and the treads are 270mm. Design the steps allowing a L.L of 3 KN/m². Use M20 concrete and Fe415 steel. problem on this type
Hi. Very Nice Video Quick question This staircase is resting on a wall on both sides at the edge, therefore the supports are considered as pinned. What if instead of the wall, the staircase would be resting on a beam on both sides at the edges. Do we still design the staircase as pinned? Also would the beam undergo torsion?
1.2 value is for plain bars, but its mentioned in IS code to increase the values in table by 60% if you're using deformed/threaded bars in your design, that's why it is multiplied by 1.6...
Sir I solved such type of numerical , where I got No. Of risers 11.33 in each flight ,so it will be approx 11 right!? I am little confused can u please resolve my difficulty!?
Your basic concept is not good. Can u explain the how u get the formula used waist slab wt and step wt? How many formula keep in mind during design RCC structure
Areh bhai nikali calculate kar ke riser and tread 12and 11 he aur final diagram meh 10 riser aur 10 tread hi banaya he kyu..ya book meh yahi diagram banaya tha isliye bana dia
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Best Explanation ❤
love your way of teaching thankyou sir
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!!
Best solution 🙏👍
Em very thank to u sir❤❤❤
Thank u so much for explaining in detail. It is very helpful
Nice sir 🎉🎉😊
Thanks a lot sir for clearing my concept🤩
U did it sir......too good sir tume...😌
Great Hardwork brother it helped me a lot
Keep going,🔥🤗
Ur Explantion makes staircase design easier...Thank u
Thankyou 👍
Thank u so much for your effort
Its really helped me....
sir ur way of teaching is too gud but dont go fast ..jinko sikhna hoga vo sikh lega chaahe video 1 hr ka hi kyun na ho,..viewrs k chakkar m or time km krne k chakkr m aap fast mt lijiye...kuch log ese bhi h yaha jo direct kuch basic pdhe bina hi aapka video dekhte h like me or apke videos dekhte time mujhe basic pdhne ki koi jaroorat nhi lgti itani saffai se aap sikhate ho...thank you...
Hm
Acha
Bhai kesi baat kr rha h yeh fast h 😂😂. M 2x pe dekh rha hu😂😂
.5x peh dekle
Very helpful, thanks a lot
Why you didnt took Floor finish ? whole moment and total load will be changed please reply this....!!!
Thank you sir
Bahuth easy aur simple way me apne bahuth accha se samjaya
Thankyou 👍
6:36 , 14:22 , 17:13 , 22:00 ,24:24,30:52,34:35,40:20,42:58
Nice explanation
Thankyou sir 🙏🙏
All the best.
Great video
Tbd value is 1.2 from where does the extra 1.6 comes in denomination??
check for shear deflection?
Will done I am understand
Thank you sir..helpful video
All the best.
IN DEVELOPMENT LENGTH WHY DO WE MULTIPLY 1.6? THE TAO bd VALUE IS 1.2 SO SHOULDNT IT BE 1.2*4?
❤️ Thank you sir
Your Mu should come as 135.75KNm as your taking the moment from midspan !
You did the error in CG while calculating the for 2 equation it's should be ((1.465+3.3/2 )/2)
Haana
@@mihirbadle7645 yup bro!!!
@@mihirbadle7645 bro like my comment so anyone who's here to learn won't make any mistake while solving it
No he has done correctly bro.. you are taking wrong concept..he is exactly right 👍
The calculation is correct at this point. No error.
In finding thivknness ov waidt slav can we take eff span divided by 25 insted of 20
Sir,my faculty told me to take less spacing than whatever we get from the formula but you took little more ( 179.9 as 180 mm ,as per my faculty it may be 175 mm ) ...which one is correct please let me know?
Good lecture, but weight kaise nikala ye smaj nahi aya, direct formulae ki bajaye thoda 3d me smaja dete to maja aa jata ❤
Hello sir, may you solve this..qus.
Design a square col. For load 700 kn assume 1 percent steel. Draw reinforcement diagram.
Best sir
Thank You Guruji
Thank you sir 😊
How to calculate AST ?
TELL ME
Sir can u explain how did u get the Ra and Rb as 68.5KN
@aryanthakur8168 thank you so much bro ...god bless you
Sir ismein floor finish include nahi hai why
Is bending moment right here?
Nice🥰
Thanks 👍
Thank you sir
A flight of stairs to be provided in an office building is to be supported by a stinger beam on one edge and a brick wall on the other. The effective horizontal span of stairs may be taken as 1.5m. The risers are 150mm and the treads are 270mm. Design the steps allowing a L.L of 3 KN/m². Use M20 concrete and Fe415 steel.
problem on this type
Sir floor finish ko bhi calculate krna hota hai... pr aapne nhi kiya
I think 325 mm is too high for D, we can reduce it by using the modification factor between 1.2 &1.5
Nice explain thank you sir
Thanks and welcome :)
Amazimg
Thanks 👍
Nice work
Comprehensive design of building ke lectures daalo na please
That's great
That's amazing
will u please upload open well staircase sum
Nice
Nice vedio
Thank U
Please reply when room size is not given than how to find effective span and landing?
suitable consideration can take place
development length m tau ki value kese li
Sir urgent pdf melga ky
Hi. Very Nice Video
Quick question
This staircase is resting on a wall on both sides at the edge, therefore the supports are considered as pinned.
What if instead of the wall, the staircase would be resting on a beam on both sides at the edges.
Do we still design the staircase as pinned?
Also would the beam undergo torsion?
no of distribution bar????
How ast is calculated can you explain
Sir quality thik nhi hai
i wanted to knw y you divided by 1.6 in development length calculation as Tbd=1.2 for M20......please help i have exm
pls give answer to this
1.2 value is for plain bars, but its mentioned in IS code to increase the values in table by 60% if you're using deformed/threaded bars in your design, that's why it is multiplied by 1.6...
Sir Ast 1120 aara
Video not visible
Calculation for Mu ??
Ast value 1120 hota hai
Your mu calculations is wrng
Sir I solved such type of numerical , where I got No. Of risers 11.33 in each flight ,so it will be approx 11 right!? I am little confused can u please resolve my difficulty!?
Yes, you can take 11. Design is all about assumptions. It's on you what nearby value you want to take that will satisfy your design 👍
@@CivilInside okay sir thank you!!
Sir paper hai urgently pdf milega ky answer ka
Landing ke DL aur LL me 1 se multiply kyu hua ??.
Sir sorry to say but aapne sirf book ka solution likh diya kaafi kuch explain nhi kiya.
step 6 me ,DL me bd ka value kahan se ayea hai???
18:18
Bro how to solve ast plz can u explain
Your basic concept is not good. Can u explain the how u get the formula used waist slab wt and step wt? How many formula keep in mind during design RCC structure
Please give detailed Reactions RA RB
Total Load / 2
Explain three flights in hindi
bhai sara book ka likha hua bolega kya
i did not understand the landing part....6000= 230+230+3300+ (landing) so landing = 2240/2 = 1120
Same here
Let width of tread-300
Total width-300×number of tread
=300×11=3300
Total distance -6
Width of each landing=(6-3.3)/2=1.35
Bro can I get it in pdf
Areh bhai nikali calculate kar ke riser and tread 12and 11 he aur final diagram meh 10 riser aur 10 tread hi banaya he kyu..ya book meh yahi diagram banaya tha isliye bana dia
Ur copying from the book only, how u distributed 6000mm explain me,
Bhai dekhana he to dekh nahi to mat dekh
Q dimag kha raha he
पहले ये तो बताएं कि dog legged stairecase किसे कहते हैं? भाई, आम लोगों के समझ में आनी चाहिए न।
Engineering आम लोगो के बस की बात नहीं है.
Neelam sharma book
Kengar gayatri (roll.no33)
RA and RB value are wrong
kyo ye WAIST SLAB ki thickness itni kon assume krta hai bhai.............. bhai tumhari videos dekh kr fail hogya mein
Lol
Likhna ni h drawing mai bna kr btana. Hota h
wt of steps wrong ans h
sahi kya hai
👎
Great 👍
Good explanation
16:45
24:28