Design of Staircase| As per IS:456-2000|civil engineering
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- เผยแพร่เมื่อ 16 ต.ค. 2024
- In this video dog-legged staircase is design as per IS:456-2000 with reinforcement detailing drawing. All required checks are done.
Some Important links for Civil Engineering syllabus:
Fundamentals for the design of Footing:
• Fundamentals for the d...
Design of Footing| Isolated Square Footing:
• Design of Footing| Iso...
Continuous One way slab design: As per IS:456-2000: • Continuous One way sla...
Design of Staircase| As per IS:456-2000|: • Design of Staircase| A...
Design of Sloped Isolated Footing: Part-1: • Design of Sloped Isola...
Design of Sloped Isolated Footing: Part-2: • Design of Sloped Isola...
Basic Recommendations for design of Two way slab as per IS:456-2000: • How to choose Two way ...
Design of Cantilever Slab: • Design of Cantilever S...
Design of One way slab: • Design of One way slab...
IS:456-2000 Recommendations for Design of Slabs: • IS:456-2000 Recommenda...
Design Of Two Way Slab: • Design Of Two Way Slab...
Design of Combined footing |Part 1| Size of footing: • Design of Combined foo...
Design of Combined Footing Part-2: • Design of Combined Foo...
Design of Combined Footing Part-3 | Design and detailing drawing: • Design of Combined Foo...
Steps to design of Shear reinforcement: • Steps to design of She...
Rules for design of the RCC beam As per IS 456-2000 : • Rules for design of th...
Types of shear reinforcement: • Types of shear reinfor...
Why shear reinforcement required ?: • Why shear reinforcemen...
Types of Singly reinforced beam sections: • Types of Singly reinfo...
Depth of neutral Axis and Moment of resistance: • Depth of neutral Axis ...
Stress strain relationship of Singly RC beam: • Stress strain relatio...
Bending Behavior of One way slab and Two way slab: • Bending Behavior of On...
Solved example of lateral load distribution forces: • Solved example of late...
Explanation of Center of Stiffness: • Explanation of Center ...
Explanation of Center of Mass with some examples: • Explanation of Center ...
can u clear me one thing in the shear check u have take the area of the steel provided as 873.13kn/mm2 but the actual ast provided in the main reinforcement is 838.8 know. but how the value is has taken.
Mam you ra the best teacher in civil department 😊😊😊... Also please provide rectangular isolated footing
thank you
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Hes a dude with voice changerr
@@daniyalshaikh1421bro what's the formula for checking depth while using Fe500 steel
Great mam jitna dar lagta tha staircase se aapne utna simplify krke bata diyaa
well explained. it will be perfect if you explain the structural system ,support condition,idealization of structure ,load paths and finally detailing as per site execution .
madam you have made plenty of videos. All are excellent . i refer your videos to refresh my design calculation .
my suggestion . please give Serial number to your videos . then it is easy to search and recommend to friends and young engineers .
Also under stair case there are different types such as folded, free landing,helicoidal etc .
What's the formula fpr checking depth in Fe 500 steel
there are some mistakes in detailing. but many sites this method is also used . there is a scissors like portion there you have to provide extra steel on top. please refer Subramanian or any other detailing. also all supports need support bars to avoid cracks .
Please show how to design chain stair or slabless stair case ,
All your U Tube tutorials are very good in terms of presentation and analysis. Do you always use 1.5 factor for D.L and L.L? Thank You ! BS use 1.4 D.L & 1.6 L.L, EC2 use 1.35 D.L & 1.5 L.L (FYI only).
Madam from where you get ASTprovided we get 838.8 but from wre you get that 874.13
Best one i roamed every video
On waist slab thikness calculation, while calculating (D) you used bar dia. 20 mm but at design it was 16 please explain that
maam can we design single flight staircase using this method ?
Best mam. Plz tell me position of beam in open newl staircase. If you send the image it's very good. Thank you.
Maam why you take the beam as Simply supported?? Is not fixed one?
Mam please can you make videos on bridge design also?
Ma'am how to came Ast prov=874.13 mm² ?
Why didn't you calculate the effective span and use it to calculate the thickness of slab? Also in load calculations, wt of inclined slab / 1m horizontal projection = {effective *span root( riser^2 + tread^2)}/ tread
In width of Landing , You have to deduct the width of wall support i.e. 230 mm twice also
Mam open well staircase ka problem solve karo na
Please mention clause numbers of IS Code
Plz design the biaxial bending column....
Thank you mam ❤
Which book should I refer for rcc?
@@narojamir1931 what ❓
So helpful vedio
Ast provided kaha se aya
Y u have not calculated effective span , which will be different for different support conditions.
And u have not utilised effective span in calculation of bending moment & shear force also
And not utilised in deflection check as well
Mam Bending moment y taking 16-5 (1-5/2+1-5)
Yes I was got confused there
Mam ap coaching provide krte ho kya
Yes for all structural analysis and design subjects
cwill structures how to contact u
Mam im reaction why u take wl/2
Flawless 😍😍😍
Telme please how to calculate the volume of trepizondel water tank
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How to calculate small a.st
Hey, do you know the formula for checking depth for Fe500 steel
20:1 Vu how to find
Great
Good
Thanks
12:7 sound ,I don't get it 😅
Kollaaamm moluse
❤️ty mam
Hi mam, can I contact you, my mail id babukp7797@gmail.com
Or my whatsapp 9445878507
MF u skipped 😕
Thanks
Any lessons on slopping slabs
Slopping to one side
Two side
To all four side
Well explained .
Idealisation of the structure should have been included
To.make it more meaning ful