Limit State of Collapse Flexure

  Рет қаралды 220,642

nptelhrd

nptelhrd

Күн бұрын

Пікірлер: 47
@manishkumarpandey8321
@manishkumarpandey8321 3 жыл бұрын
Played the lectures at 1.25x speed. Completed all the lectures. Best content on internet. Instead of attending online university classes in the pandemic, students should sit patiently and make notes through these lectures.
@Rashidiill
@Rashidiill 7 жыл бұрын
if you want to get rid of yawning and boredom while watching this lecture then play it on the speed of 1.25. Thank you
@imamnaiyer9688
@imamnaiyer9688 7 жыл бұрын
Faheem Rasheed sahi bola yar
@4playerchess784
@4playerchess784 6 жыл бұрын
I am still yawning after increasing the speed to 2.
@mariagabriel9488
@mariagabriel9488 6 жыл бұрын
@@4playerchess784 lol
@AbhishekKumar-lo8es
@AbhishekKumar-lo8es 5 жыл бұрын
bhai kuch skip to nhi hoga
@amankc9770
@amankc9770 6 жыл бұрын
How the compressive force has changed its direction..32:08
@ashoknaik4678
@ashoknaik4678 5 жыл бұрын
Resultant force of partly rectangular and partly parabolic portion at a C.G of 0.42 from top and it will be always in compression for concrete upto NA in the normal direction to the plane.
@ashoknaik4678
@ashoknaik4678 5 жыл бұрын
Sir please explain at 31:09 how we get 1/12, for reminaining Area of parabolic spandrel times C.G. of parabolic spandrel.
@minatonamikaze8986
@minatonamikaze8986 4 жыл бұрын
1/3*1/4 ... 1/3 is coefficient of area and 1/4 is distance of centroid of remaining area of parabola from N.A
@imegatrone
@imegatrone 12 жыл бұрын
Your Video Is Very Useful Sharing Lecture series on Design of Reinforced Concrete Structures by Prof. N.Dhang, Department of Civil Engineering,
@abhishekbajpai6073
@abhishekbajpai6073 4 жыл бұрын
What kind of failure will occur when the section is balanced section? Like for instance for under reinforced section, the deformation in steel bar occurs n a person gets time to vacant the place. In case of over reinforced section, the failure occurs in a sudden collapse manner.
@serajhabib8652
@serajhabib8652 3 жыл бұрын
No failure. It's an ideal case.
@mayurkhatri3529
@mayurkhatri3529 3 жыл бұрын
Steel and concrete at same time
@prakrtikahsaas1976
@prakrtikahsaas1976 3 жыл бұрын
Sir if it is possible plz make videos in environmental engineering
@pankajjoshi6064
@pankajjoshi6064 8 жыл бұрын
plz vice in not available in this video
@rahitechnology7917
@rahitechnology7917 2 жыл бұрын
So Useful.
@dohendra
@dohendra 8 жыл бұрын
we all know whats written . please answer to why .
@lifeisbeautiful3999
@lifeisbeautiful3999 8 ай бұрын
Thankyou sir 🙏❤️
@nirbhaythammadi445
@nirbhaythammadi445 6 жыл бұрын
Why we assume the permissible stress less than the ultimate stress for design calculations?
@pawanpokhriyal4661
@pawanpokhriyal4661 5 жыл бұрын
Because if we will assume permissible stress equal to ultimate strength then the structure will fail due to even marginally small addition of load due to various factors but if permissible strength is taken somewhat less than ultimate strength then structure will not fail due to unpredictable addition of small loads
@sjaswanth777
@sjaswanth777 12 жыл бұрын
cool lecture nice subject
@pritamghosh8702
@pritamghosh8702 6 жыл бұрын
What is the difference between xu lim, xu max, and xu???
@sumitshinde3882
@sumitshinde3882 3 жыл бұрын
30:52 how did that 1/12 *0.45 fck*(0.57)^2b term came??
@CalmBeachYoga-nu5xk
@CalmBeachYoga-nu5xk 9 ай бұрын
Area of parabola formula
@stranger007.
@stranger007. 6 жыл бұрын
thnx for this vedio sir
@vivekmittal4497
@vivekmittal4497 4 жыл бұрын
video
@bhagavannidamanuri7121
@bhagavannidamanuri7121 5 жыл бұрын
we already considering fos 1.5 for concrete but why we have to take 2/3 rd of fck again???? could you please explain???
@govindaraj726
@govindaraj726 4 жыл бұрын
If we cast M20 concrete in cube and test after 28 days we get failure load as 20 N/mm2 But at the the same time if we cast Mw0 concrete in 3 cuboid of base length 150mm x 150mm but height of 200mm, 250mm and 300mm and we test the 3 cuboid due to slenderness the cuboid fail before reaching 20N/mm2 As the slenderness ratio increase the 20N/mm2(sigma cbc) decrease but maximum decrease is only (2/3 sigma cbc). So we consider characteristics strength as(2/3 sigma cbc) and from this strength we again add factor of safety. ((2/3 sigma cbc) /1.5)
@alihussain3297
@alihussain3297 4 жыл бұрын
can someone tell me why is he multiplying with b when the area of rectangle of that stress diagram
@nitishsharma9107
@nitishsharma9107 4 жыл бұрын
0.45fck is the stress and multiplying by area i.e. x*b we get the compressive force
@vivekmittal4497
@vivekmittal4497 4 жыл бұрын
force =stress*area stress is taken avg. and area you know very well i.e. b*d
@shibeshkumarjha7949
@shibeshkumarjha7949 8 жыл бұрын
what is difference between Xu and Xu lim or Xu max?
@interestingengineering3411
@interestingengineering3411 3 жыл бұрын
Xu is the depth of neutral axis for any section Xu lim is the depth of balance section. So, For balanced section, xu =xu,lim For under reinforced beam, xu < xu,lim For over reinforced xu > xu,lim.
@htihol4628
@htihol4628 2 жыл бұрын
What is meaning of Xu
@sauravpaudel6176
@sauravpaudel6176 7 жыл бұрын
thanks for this! :)
@pillasaikiran
@pillasaikiran 10 жыл бұрын
nice video thanks a lot
@myworldmyway7231
@myworldmyway7231 7 жыл бұрын
Great
@LoserSSR
@LoserSSR 9 жыл бұрын
Thank you sir.
@sushantpathak2986
@sushantpathak2986 7 жыл бұрын
23:00 how??
@amankc9770
@amankc9770 6 жыл бұрын
By similar triangle, in strain curve.
@jayabarman1793
@jayabarman1793 5 жыл бұрын
Sounds not available...
@Ark601
@Ark601 9 жыл бұрын
is he xplaining anything,or just copying evry bhaluu opps its value!!
@4playerchess784
@4playerchess784 6 жыл бұрын
He is explaining very clearly. This is RCC class not Mathematics class. You are in B.tech you are supposed to learn basic mathematics before..
@shekhar3774
@shekhar3774 5 жыл бұрын
He just copy and paste from the pdf... kindly elaborate each and every term
@somnathbera2681
@somnathbera2681 10 ай бұрын
🕉️👑💎🪔💝💐🙏🙏🙏
@vishalchopade1844
@vishalchopade1844 6 жыл бұрын
teaching technique is very bad student will not able to understand
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