Design of Staircase| As per IS:456-2000|civil engineering

Ғылым және технология

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 ...

Пікірлер: 55

  • @sasikumartherayil9620
    @sasikumartherayil96204 жыл бұрын

    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 .

  • @anand4236
    @anand42364 жыл бұрын

    Mam you ra the best teacher in civil department 😊😊😊... Also please provide rectangular isolated footing

  • @cwillstructures

    @cwillstructures

    4 жыл бұрын

    thank you you can check the link below: kzread.info/dash/bejne/dXZ7zNaqn7TJdag.html kzread.info/dash/bejne/qIaEp8OPprK2ZKQ.html

  • @daniyalshaikh1421

    @daniyalshaikh1421

    2 жыл бұрын

    Hes a dude with voice changerr

  • @chandanchandu5800

    @chandanchandu5800

    11 ай бұрын

    ​@@daniyalshaikh1421bro what's the formula for checking depth while using Fe500 steel

  • @wewakerawat8454
    @wewakerawat84543 жыл бұрын

    Great mam jitna dar lagta tha staircase se aapne utna simplify krke bata diyaa

  • @tezparker3558
    @tezparker35584 жыл бұрын

    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.

  • @sasikumartherayil9620
    @sasikumartherayil96204 жыл бұрын

    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 .

  • @sgmmss
    @sgmmss4 жыл бұрын

    Flawless 😍😍😍

  • @SandeepYadav-bj1zl
    @SandeepYadav-bj1zl2 жыл бұрын

    Best one i roamed every video

  • @rahmanrahmani2896
    @rahmanrahmani28964 жыл бұрын

    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).

  • @sasikumartherayil9620
    @sasikumartherayil96204 жыл бұрын

    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 .

  • @arjunas4532
    @arjunas45324 жыл бұрын

    Kollaaamm moluse

  • @ogamperme8625
    @ogamperme86254 жыл бұрын

    Great

  • @moviesmania8003
    @moviesmania80033 жыл бұрын

    In width of Landing , You have to deduct the width of wall support i.e. 230 mm twice also

  • @avanijadhao9902
    @avanijadhao9902 Жыл бұрын

    So helpful vedio

  • @rahulingle1655
    @rahulingle16552 жыл бұрын

    Please show how to design chain stair or slabless stair case ,

  • @funfactsmn
    @funfactsmn6 ай бұрын

    Thank you mam ❤

  • @ajazsayyed8487
    @ajazsayyed84874 жыл бұрын

    Best mam. Plz tell me position of beam in open newl staircase. If you send the image it's very good. Thank you.

  • @sanjibsaha2315
    @sanjibsaha23153 жыл бұрын

    Thanks

  • @saurabhsharma7522
    @saurabhsharma75223 жыл бұрын

    maam can we design single flight staircase using this method ?

  • @bordertouch1477
    @bordertouch14773 жыл бұрын

    Mam please can you make videos on bridge design also?

  • @aniketmeshram2738
    @aniketmeshram27382 жыл бұрын

    On waist slab thikness calculation, while calculating (D) you used bar dia. 20 mm but at design it was 16 please explain that

  • @erhasan6055
    @erhasan60554 жыл бұрын

    Plz design the biaxial bending column....

  • @tayebkhan6825
    @tayebkhan68252 жыл бұрын

    Good

  • @priyaroy5946
    @priyaroy59464 жыл бұрын

    Please mention clause numbers of IS Code

  • @chandanchandu5800
    @chandanchandu580011 ай бұрын

    What's the formula fpr checking depth in Fe 500 steel

  • @nayanjyotinath358
    @nayanjyotinath3584 жыл бұрын

    Maam why you take the beam as Simply supported?? Is not fixed one?

  • @meshackwachiuri566
    @meshackwachiuri5662 жыл бұрын

    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

  • @sirajkhan4932
    @sirajkhan49324 жыл бұрын

    Mam open well staircase ka problem solve karo na

  • @mdirfanalikhan575
    @mdirfanalikhan5753 жыл бұрын

    Ma'am how to came Ast prov=874.13 mm² ?

  • @SandeepYadav-bj1zl
    @SandeepYadav-bj1zl2 жыл бұрын

    Madam from where you get ASTprovided we get 838.8 but from wre you get that 874.13

  • @samikshasaoji5273
    @samikshasaoji5273 Жыл бұрын

    ❤️ty mam

  • @sufiyanahmed3229
    @sufiyanahmed32294 жыл бұрын

    Which book should I refer for rcc?

  • @sufiyanahmed3229

    @sufiyanahmed3229

    4 жыл бұрын

    @@narojamir1931 what ❓

  • @akhan7702
    @akhan77024 жыл бұрын

    Mam Bending moment y taking 16-5 (1-5/2+1-5)

  • @ManojKumar-wp3bx

    @ManojKumar-wp3bx

    2 жыл бұрын

    Yes I was got confused there

  • @mahmadtohidqazi7845
    @mahmadtohidqazi78453 жыл бұрын

    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

  • @ankurbaghel3658
    @ankurbaghel36583 жыл бұрын

    Mam im reaction why u take wl/2

  • @younasmohammad-ed6qw
    @younasmohammad-ed6qw4 жыл бұрын

    Telme please how to calculate the volume of trepizondel water tank

  • @thecivilboyverma1430

    @thecivilboyverma1430

    3 жыл бұрын

    kzread.info/dash/bejne/gWafpbdtgNvWhNI.html

  • @artipakhare6961
    @artipakhare69613 жыл бұрын

    Ast provided kaha se aya

  • @sirajkhan4932
    @sirajkhan49324 жыл бұрын

    Mam ap coaching provide krte ho kya

  • @cwillstructures

    @cwillstructures

    4 жыл бұрын

    Yes for all structural analysis and design subjects

  • @sirajkhan4932

    @sirajkhan4932

    4 жыл бұрын

    cwill structures how to contact u

  • @-AKHILKumar
    @-AKHILKumar Жыл бұрын

    20:1 Vu how to find

  • @niveditasharma2043
    @niveditasharma2043 Жыл бұрын

    How to calculate small a.st

  • @chandanchandu5800

    @chandanchandu5800

    11 ай бұрын

    Hey, do you know the formula for checking depth for Fe500 steel

  • @kshitijkumarkushwaha8903
    @kshitijkumarkushwaha89036 ай бұрын

    12:7 sound ,I don't get it 😅

  • @babukiruba
    @babukiruba4 жыл бұрын

    Hi mam, can I contact you, my mail id babukp7797@gmail.com

  • @babukiruba

    @babukiruba

    4 жыл бұрын

    Or my whatsapp 9445878507

  • @manojnagsharma888
    @manojnagsharma8883 жыл бұрын

    MF u skipped 😕

  • @arabindabehera54
    @arabindabehera544 жыл бұрын

    Thanks

  • @sasikumartherayil9620

    @sasikumartherayil9620

    4 жыл бұрын

    Any lessons on slopping slabs Slopping to one side Two side To all four side

  • @sasikumartherayil9620

    @sasikumartherayil9620

    4 жыл бұрын

    Well explained . Idealisation of the structure should have been included To.make it more meaning ful

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