Design of Staircases

[@tesfayebabore6862]

you are real engineer. Thanks from Ethiopia.

[@PostSasso]

Don't keep changing variables, be consistent in variable usage, e.g. Design load W = DL = 1.5(DL+LL)

[@cibulka2005]

As a short cut, bending moment for a beam (partially continuous or fully continuous) can be assumed as wl^2/10 and the same reinforcement can be detailed at span and support. This thumb rule should not be applied for simply supported beams.

[@suryanayakkatroth6014]

sir explaining each and every terms of stair case clerly so thanks sir for explaining in KZbin

[@pragayshouryamoudgil4924]

if you have problem with right side audio of the video here are few steps which will correct audio for this video go to ease of acces>audio>turn audio as mono problem will be solved. when video is over dont forget to turn of mono audio from there

[@jonarae3729]

Hello sir, your video is very helpful. Do you have video od design of steel stair as well? Thank you

[@jayshah8711]

There is no audio in any of the lectures on design of Reinforced concrete structures. kindly fix it.

[@aspirant..8097]

I'm simply living in earth don't know stair case design

[@ManishaKumari]

Got all the pionts clear thx Sir 😇

[@sabengco]

Very informative lecture. Thank you very much.

[@gemedanoka5793]

What a Great concept is it !

[@samadmaz912]

Sir total depth of waist slab calculate karne me distribution reinforcement ka diameter nehi aye ga kiya

[@lisbonthomas6109]

thank sir, for sharing your good knowledge

[@sudairahmed3550]

the formula used for calculating the bending moment is wl2\8..but u used wl2\10..??????

[@ZeeshanAli-ez3dl]

Please also explain the reinforcement detailing.

[@chipyailamwape9550]

Brilliiant lecture very helpful!

[@johncarter5058]

why is the bending moment KN-m when the design load is KN/m square..?

[@ChaitaliHalder]

Thank you so much sir for sharing this..but you did not tell how to design other types of staircases...

[@wassunoor8678]

how he calculated dead load [ the part where he multiplied a fraction 25/G ] anyone can explain me please?

[@ramvirsingh6334]

Dear sir please mention that Why did you accepted 25 during the calculation of dead load .

[@shahanshahusmani4475]

brother 25N/mm2 is unit weight of concrete thts why he multiplied to area to get load

[@abhinavkumar8233]

thanks for providing us this learning exposure

[@MrBXXIV]

wl2/8 assuming that it is pinned at both ends

[@mubasharhussain154]

great job sir but how we can convert mm into inches please answer

[@kumaranselvaraju6345]

1 inch = 25.4mm Otherwise 1mm = 0.03937 inches I hope this helps

[@rajunayakraju4713]

+Kumaran Selvaraju hii

[@surajvishwakarma-tz9ju]

This is by using working stress method??

[@kuljindersingh4577]

Limit state method

[@abishak3506]

How can I find the going value to put the B calculation?

[@rachnavijay]

very nice and informative

[@proximaism]

THank you soo much professor abdul.

[@mohnishsinha1189]

sir why span/depth ratio we assume 30..

[@civilengg]

For more designs SUBSCRIBE to GLOBE MECH channel

[@bharatbhushandeep6516]

Mohnish Sinha Help me 4 waist hight sir told assume :-span/effect depth =30 what is this please tell me

[@paarasjamwal6251]

@@bharatbhushandeep6516 as the waist slab is being designed as a slab ( as theprof is not considering shear reinforcement) (span/effective depth) value can lie between 28 and 32 for Fe 415 for ssb and cantilever beam respectively

[@Jodha_]

Step 5. Area of steel calculation. I didn't understand the dividing by part 40:42

[@bharatbhushandeep6516]

Navjot Singh Help me 4 waist hight sir told assume :-span/effect depth =30 what is this please tell me

[@Cebomane]

very informative

[@izshorts606]

awesome job sir keep going love and support

[@bharatbhushandeep6516]

Help me 4 waist hight sir told assume :-span/effect depth =30 what is this please tell any one

[@sivashankarreddy4067]

Very useful

[@ravi_pageni]

Thank You Sir 🌺

[@Pavankumr18]

Hai bhai Iam unable to get audio of this video Do you faced any problem with this

[@ravi_pageni]

@@Pavankumr18 Audio is there

[@tk2902]

@

[@gudiserajesh5300]

​@@Pavankumr18 yes bro, we face this when you listing this video by earphones

[@chanamaddu6331]

viry good job

[@yasminbadgujar622]

very useful thank uh:-)

[@ramvirsingh6334]

Not clearly mentioned and understood . Max. Values are of unknown

[@ravindraranatunga]

good job

[@daradara764]

i don understand 35mn, why they divide by G ? pls explain

[@mohammedabdulsalam800]

he divided by G to get the load per meter. not by step

[@Hecheperme]

suggest me a link on design of silos PLEASE :-)

[@dakshbhayana237]

Worst audio quality , but great lecture

[@civilengineerkhokan2521]

Thanks

[@atifkhan5698]

i cannot find the part 2 of staircase design

[@xxyou3306]

Uploader never checked this video before upload. Sound/voice is so low that it is not audible. If possible either use good quality mic.

[@shivamjindal6832]

why wl^2/10 ?

[@harshalgadadhe5062]

how to take the modifications factor

[@srisurya1000]

i cannot find design of rectangular tanks!!!!!!

[@thedreamer2207]

i wish it was more clear. messed up while calculating. I didn't what he doing in Ast

[@vasanthkumar39]

sir where is part 2

[@chetanrawat6197]

if w is in KN/m2 and l is in m... then how bending moment comes on KNm....

[@enggurux3986]

that is what I am confused.

[@tharatbun5163]

thank for this video

[@ImranKhan-hm8of]

Thanks you sir

[@bhaanuttej]

nice lecture, thank you

[@cma2627]

bhaanu ttej

[@Sree0806]

nice concrete

[@thesarcasticengineer7]

Why we take wl2/10 @ 36:51

[@المقدامعطيف]

Thank you very much

[@たこ-o4n4b]

د.سيد أحسن منك

[@Badeeerrrr1975]

اه واللهي

[@prashanthoddepally7774]

Thankyou sir..

[@SANJAYCE-tl8pi]

Thanku sir

[@yoshitasahishnaa]

how is the bending moment wl2/10?

[@mohammadkhaleel8922]

yoshita sahishna its is continuous...so Wl2/10

[@shaikmubarak3027]

H 10ft how to calculate stair case

[@Akshaysingh-rp7ny]

no volume, why??

[@jdecaul]

on sheet 8 where did 0.58 come from?

[@vineethvicky1580]

IS 456:2000 page no 38 fs=.58 fy x (area of steel required/area of steel provided)

[@shazrinyusof8550]

thank you very much. it was indeed an informative video :)

[@techrinfinity6805]

tnkx sir ...@

[@zafarzafeer3969]

where is your voice ....?

[@rampratapmaurya2681]

🙇🙇🙇🙇

[@zinaung2182]

thinkyou

[@robalebamu2398]

is so nice 10Q

[@gauravnagal3675]

No audio

[@nwagh88]

No sound

[@anandmadiwalbabu8878]

humm

[@odayalnahan9649]

thank you so much ...

[@sasikumartherayil9620]

What about folded stairs

[@tzikwanganok9344]

Not audioble

[@joelhenry2488]

ok

[@beboaltae2931]

محتاره بلتمصيم 😞😞😞

[@owaisabuqadourah2700]

Bebo Altae @archowais in instagram

[@somnathbera2681]

🕉️👑💎🪔💝💐🍫🙏🙏🙏

[@MultiSeungri]

like

[@arbimd2]

I didn't understand anything after 38 min

[@abdullahiahmedmohamed3925]

arbimd2 hhhh don't give up try to understand you know i am not indian and i have a big problem 4 is accent and at the same time the calculation is an other problem and i'm trying to get what he's talking about

[@abdiwalihussein3466]

Abdalla Axmed sxb mcne civil engineering student miya tahy mise professional anigana ardy ba ahy hda civil engineering kabrta china adigana bro?

[@abdullahiahmedmohamed3925]

hi nice to meet you my friend india aa civil engineering kabartaa wali profitional manoqon

[@abdiwalihussein3466]

Abdalla Axmed sandke ba marysa bro

[@jamaccalimohamed7850]

Asxaabta Idinla Mid Baan Ahay Civil Engineer Ayaan Bartaa Amoud University Junior Ama Third Year ahay

[@tarashankarsharma3372]

18.07

[@kertkiigemagi5699]

really bad!!!

[@gohan100100]

damn civil engineering is boring...

[@sayaksarkar8401]

Very helpful

[@المقدامعطيف]

Thank you very much

[@alemnehyazachew4637]

Thank u very much