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Nice explanation thanks sir it was helpful vediou for me today we start this topic I got so many doughts but after seeing this vediou I got some confidence so thanks u so much sir🙏🙏🙏🙏
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For calculating the Shear Force, in this case both reaction forces are equal. What if there is unequal reaction forces? Do we use the highest reaction force as the shear force in this case?
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Thank you very much for this lecture video. It has helped me in my university course work. However, please can you explain to me why the shear stress is zero at the top of the flange and at the bottom of the web
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I have the same question. Do you already know what the answer is? He replied and I thought he answered your question haha but you know we need income so in understand him. But I do want to know the answer hahahha
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404 error.....file not found..
Dear Rahul Patil,
Thanks for intimating us on the glitches that happened to appear while viewing our video lectures.
We have updated the above link to access the full course.
We have uploaded re-edited HIGH-QUALITY videos on our website www.ekeeda.com
Thank you so much sir ji 🙏🏼🙏🏼🙏🏼🙏🏼🙏🏼
Welcome
Thank you so much sir . I am really greatfull to you . After watching this video I got my assignment solutions .
Thanks so much for the detailed explanation 😇
You are just giving the solution, you aren’t explaining why are you doin the steps
Nice explanation thanks sir it was helpful vediou for me today we start this topic I got so many doughts but after seeing this vediou I got some confidence so thanks u so much sir🙏🙏🙏🙏
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h2 is completely wrong, it should be 70.83-12.5
So always have mistakes in mostly all your questions.......
Thank you very much sir..
sir ,I think there is a mistake in Ixx1.....it should be 175×25^3....plz make it clear to me....we should commonly cut the flange and web, isn't it?
For y bar why should we take distance from the bottom.
How we should take from the top
Thnq sir this video help me a lot 💐
Thanks sir too much help full videos
why is y bar taken constant for the shear stresses at the junctions?
Sir I am confused by your M formula.
You had considerd m=wl/2
But isn't it should be M=wl²/8
Thanks Sir
For calculating the Shear Force, in this case both reaction forces are equal. What if there is unequal reaction forces? Do we use the highest reaction force as the shear force in this case?
Take summation of all forces
12:07 / 30:41 at this time u mentioned h1 as 87.5 but its 37.5 check it
175/2 = 87.5 which is correct
nice lectures!
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I have got t2 greater than t max it is correct or incorrect for another model problem
Thank you very much for this lecture video. It has helped me in my university course work. However, please can you explain to me why the shear stress is zero at the top of the flange and at the bottom of the web
BECAUSE THERE IS NO AREA
hi, if the t beam is inverted we will take the area above NA? of will it be same as in this question? also for B
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I have the same question. Do you already know what the answer is?
He replied and I thought he answered your question haha but you know we need income so in understand him.
But I do want to know the answer hahahha
If someone is reading this please make a clear explanation of I&T section problems to find shear stress distribution. I can't find a good video 😭
Thank u sir
Tqsm sir
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sir pls explain lame's theorem for thick cylinders
Thanks for watching, We are working on it. Soon we will be available with it.?
Sir can you please solve some problems for "i" section also. Please .
Stay tuned with ekeeda channel for more videos.
Wow😘😘
So good
Thank you!
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How did u know initially knw that for maximum shear stress we have to take the lower section?? Plse explain
Bro this is unsymmetrical so we can't take like that
Sir rectangualr section k oor question bi t btaado
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How I have to take the values for inverted beam...?
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Very nice ..... But too many adds 🤗🤗🤗
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nice video
awesome video
what is moment of inertia formula for circular section and I section and t section
For circular section
πD⁴/64
If it is not udl load how to solve it
Since , therefore, it's good but every time it's not use able
you don't know....
Tq sir
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Sir very nice but maximum share stress are change ......in I section and T section maximum share stress why change??????
Pls tell me
R u nt having any simple formula.. it's taking so much of time to understand nd to slove too..!
sir plz explain chapter of thick cylinders of som plz plz sir
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Sir video me volume hi nhi aa rha hai !!!!!
Audio kyu nhi he video ko
🙏🙏🙏🙏
How to draw the bending stress for this section
What's the name of that ball pen? haha i like it
my right ear has stopped working
Evrything is great but lots of advertisement came
Because You are not using RUclips Premium
You can take the cg of 2nd wrong
plz in hindi ..such i will fill comfert ,,
thoda jaldi padhalo bhaaiya,itna time nhi hai
Sir soud no clear
Sir h2 is wrong
BHAI ISSE ACCHA TOH MAI SIKHATI HU LOL
tumi chatisa keellllllaaaaa....
You are not explaining good
Thank u so much sir ...very clear explanation
nice video