Design of Axially Loaded Short Rectangular Column | Rectangular column Design | RCC Column Design

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All About Structural Analysis and Design

All About Structural Analysis and Design

Күн бұрын

Пікірлер: 43
@ravinandandr8886
@ravinandandr8886 4 жыл бұрын
Best lecture seen in structural pages.👍👍
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
Thank you for appreciating, keep watching and support us by sharing our content
@harendrapaltomar3480
@harendrapaltomar3480 7 ай бұрын
Thankyou sir for such an amazing content with such an awesome dedication
@mytinyfoods798
@mytinyfoods798 2 жыл бұрын
Thankyou so much sir, your lectures are very helpful for me 🙏🙏
@marova._.chhangte7351
@marova._.chhangte7351 3 жыл бұрын
Nice lecture and very informative and knowledgeable...
@structuralanalysisanddesign
@structuralanalysisanddesign 3 жыл бұрын
Thanks a lot, keep watching and sharing
@anandgor4181
@anandgor4181 Жыл бұрын
Very useful and informative video thank you.
@halalmeatshophk
@halalmeatshophk 2 жыл бұрын
Sir u made a mistake. In the IS 456 Clause 39.3, it says that "A.c." in the formula is "Area of Concrete" but at 05:37 you have taken it as "Area of Column". Please confirm if "A.c" is "Area of Concrete" or "Area of Column", thank you.
@mr.engineer3314
@mr.engineer3314 3 жыл бұрын
b = 400mm is wrong. When u put b= 400 in the equation, l/500+b/30, we get, e= 22.33 and 0.05×400= 20. e(min) > e(max) not OK.
@sh.joyshankersharma9611
@sh.joyshankersharma9611 3 жыл бұрын
Bro, here we need to consider e min as 20 because if it exceeds 20 we consider e as 20, and if it is less than 20 then we consider the gotten value.
@sanjibsaha2315
@sanjibsaha2315 3 жыл бұрын
In case of determining the Asc u have considered the new Ag but in case of circular column u considered Ag as the calculated one not the new one(after increasing diameter) why sir is it limited only for circular column pls explain sir...and beside this thank u so much sir for explaining the numerical s and sharing ur knowledge..
@mahmoodabdullah4547
@mahmoodabdullah4547 4 жыл бұрын
You explain clearly thank you sir But still I have doubts You changed breadth as 400mm, but you didn't check minimum eccentricity with this formula (l/+500 + b/30) why You changed depth as 450mm, but you didn't check minimum eccentricity with this formula (l/+500 + d/30) why
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
As it was not satisfying the axially loaded criteria it has to be designed as eccentrically loaded column, but after this stage i had considered 20mm as minimum eccentricity and solved as axially loaded column. Academically we can solve like this but practically the column has to be solved as eccentrically loaded column
@mahmoodabdullah4547
@mahmoodabdullah4547 4 жыл бұрын
@@structuralanalysisanddesign eccentricity loaded coulmn means long column? Or different one
@kshitijpatil9305
@kshitijpatil9305 3 жыл бұрын
@Picture Perfect Studio bhai tu photos click kar jaaa
@farookali6693
@farookali6693 3 жыл бұрын
Nicely explained thxs.
@TheChampionPushpendrarj
@TheChampionPushpendrarj 2 жыл бұрын
Watching it @ 12:40 AM
@soibamkhagemba8245
@soibamkhagemba8245 6 ай бұрын
when you take d as 450mm emin aint 20 its greater than 0,05d . so its not satisfying . please explain this
@ojaswinikammili7489
@ojaswinikammili7489 3 жыл бұрын
Sir can you tell me what we have do when the dia in lateral tie is 2 mm which dia bars are used
@SoumalyaBaag94
@SoumalyaBaag94 3 жыл бұрын
knowledgeable video. Provide more. Is there any video on Load calculations of a house? if had, please give me the link. Thank you
@debangangoswami7092
@debangangoswami7092 Жыл бұрын
sir why dont you mention about spacing of longitudanal bars , is it not neccessary to specify it
@bishwashbartaula9452
@bishwashbartaula9452 3 жыл бұрын
Sir why number of bars is not multiplied with area of steel of 1 bar as u did in square column?
@vvbvb094
@vvbvb094 4 жыл бұрын
Can you upload the design of combined footing with eccentric loading?
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
Will soon try to workout on that topic
@sonukumar-bp4wb
@sonukumar-bp4wb 4 жыл бұрын
Sir can I provide lapping in shear zone in any box culverts type structure
@dhavamanikrishnan293
@dhavamanikrishnan293 4 жыл бұрын
Sir, Please explain about ductility calculation for column and beam. If you done please provide the link. Thank you.
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
I will try to make on that topic
@kezangtobgay8601
@kezangtobgay8601 3 жыл бұрын
is the assumption , b=D÷2 , compulsory ? can we take other ??
@halalmeatshophk
@halalmeatshophk 2 жыл бұрын
it is just an assumption that was analyzed and failed. So second assumption was made later.
@ParthaPratim-xc9ir
@ParthaPratim-xc9ir Жыл бұрын
I dont understand why in Re Design we will take b = 400 . Someone please answer this 💢
@yangchinlhamu210
@yangchinlhamu210 4 жыл бұрын
Nicely explained sir👍🏻 sir can you tell in which cases we are supposed to assume 1%of steel. Becoz I have seen in some cases they aren’t using 1%of Steel.
@kwalicks
@kwalicks 3 жыл бұрын
when dimensions are not given
@earthbees
@earthbees 4 жыл бұрын
Sir please put on a videos for stair design
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
Soon i will try to upload it, right now focusing on columns, after columns surely i will upload
@earthbees
@earthbees 4 жыл бұрын
@@structuralanalysisanddesign waiting for your next design of column.... Please quickly uploade it
@Javid_111
@Javid_111 2 жыл бұрын
❤️
@civilideas1925
@civilideas1925 2 жыл бұрын
👍🏻
@Javid_111
@Javid_111 2 жыл бұрын
Sir sorry to say... little bit u r skipping..... otherwise superb
@abhinavashish1807
@abhinavashish1807 3 жыл бұрын
abe galat krr rha hai...emin ki value to change hoga na
@structuralanalysisanddesign
@structuralanalysisanddesign 3 жыл бұрын
First try to have sense to speak
@aizen9462
@aizen9462 2 жыл бұрын
Sorry to say but Wrong explanation.
@prof.pravinspatil1727
@prof.pravinspatil1727 Жыл бұрын
kzbin.info/aero/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu
@Busyguy1119
@Busyguy1119 8 ай бұрын
What is wrong in this can u please explain?
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