Problem on Shear Stress in I Section Beam - Shear Stress in Beams - Strength of Materials

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[@GhaziMujahid86]

You just saved my semester, My HOD was confirmed that I am getting COP in SOM , After seeing result he is very sad because who ever studied from him failed , and I not attended his single lecture lol😂❤

[@ankushverma450]

Sir itne lecture dekhe BT aapka lecture dekhne ke bad ab koi confusion nhi h Thanku so much sir

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[@arwindersingh6879]

God bless sir only u solved my confusion into whole utube channels i salute sir 🙋🏼

[@sashigavvala8807]

The video is nice but my left ear is gone

[@samuelmuriuki4600]

thanks always a helping hand to us

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[@adityaovhal1284]

My left ear understood everything 😅

[@md.mizanurrahaman4593]

@ekeeda , here 350 mm*200 mm it means horizontal dimension 350 mm and vertical dimension 200 mm . But you showed it inverse in figure

[@shekhar8938]

Until it's given,take higher dimension as thickness

[@explainerindian3129]

You are right

[@MVCV_JYOTHIBILWAR]

Thank you so much sir. It is very helpful for externl exams. You made this problem very easy.

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[@pavanpatelofficial]

Here you have to subtract 2 times of moment of inertia of small rectangle in hole moment of inertia.

[@r.kamali4767]

Thank you so much ❤️ sir......I confused on this topic......but now I understand it thoroughly

[@shubhamkharatstokes3366]

Kt lagi hai kya labhi

[@priyanshurai5939]

THANX ALOT........................it really helped me alot to understand the concept.........

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[@imjk1786]

Sir thank you so much for all the videos

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[@PowerStar-t3p]

Good explanation sir please tell me cantiliver beam problem solve thanks for the screen explanation super sir

[@harishtv1807]

Good and clean and perfect explanation.

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[@vikasbmw6465]

Guys there's nothing wrong with your earphone😂

[@shaikameershameer7150]

Alhamdulillah. One of the best.

[@bensonwanjau9051]

Sir what about a cantilever beam with a T - Crosssection and has UDL and a horizontal force?Please help

[@uniqueriyaz2334]

Super sir Very clearly understanding

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[@chakravarthiboddepalli8003]

Your videos are more useful for me..... thanking you sir

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[@yashstatusworld..3226]

Thank you so much sir.💝

[@parullakhan1528]

nice sir support from the jatt of punjab

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[@kaustubharas1859]

Thannk you sir very effective way u explained that I understood very well

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[@user-yz5qy7fi9n]

At 10:21, you have taken Moment of inertia of of complete I section, Isn't it should be of only moment of inertia of flange above neutral axis.

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[@phanimaxx4196]

Thanks for your videos!

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[@tirunaharisai8685]

Tq ! you really helped me alot !

[@bhargavchowdary8480]

Sir sprr....... Really awsm Make more videos plzzzz

[@shaikadeeb8883]

Awesome explanation 👌👌👌👍👍👍

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[@danielsuhash9680]

Sir, your explanation is very good and thank you for your effort but could you use a whiteboard for the explanation.

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[@Iris0555]

No one is explain it well it is only to memorise 😭😭😭

[@shemarebanks9879]

You prob finish your degree by now or you still memorising bro?

[@Iris0555]

@shemarebanks9879 bro....what to say still running to get job 😂...that was not my mains attempt that was back attempt....for real attempt it would be 3-4 year back from this

[@shemarebanks9879]

@@Iris0555 😂😂😂just keep trying. I'm in my second year and it's tough

[@Iris0555]

@@shemarebanks9879 collect previous year question and do only question given on them.don,t waste time learning extra...and complete theory part of those question paper completely....and repeat for all subjects...marks not matter passing matter... at the end...only resume one line matter that completed degree...no body watch degree marks....go for only 3-4 years paper not more...

[@Iris0555]

@@shemarebanks9879 collect previous year question 3-4 year not more and do only question that is given in them....not waste time in extrraa learning...and do all theory part completely from them...and repeat for rest of subjects

[@motepalliganesh9354]

super explain in the question and thanks ..

[@SunilKumar-hq6bt]

While calculating maximum shear stress why we have taken width of web but not flange??

[@naveedsabir8248]

great concepts👌

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[@kingvkronaldo.9273]

Why can't we take width as 12.5 ie. The width of web ?? Because it's asking at the junction. Sir ,plz clear my doubt

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[@RAUKIKUMAR01]

thanks sir jeeeeeeeee for teaching

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[@NANDANKUMAR-du4jl]

Sir make the video on machanics of material for aeronautical students no one make the video for aeronautical engineering student in 3rd SEM ......

[@rakheeyadav580]

Nyc one explaination sprb

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[@videosofnsmoone]

A lot of thanks for such helping video Effective teaching skill.

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[@lokeshdhawan7540]

Thank u sir make more videos sir for engineering

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[@alicezhou9714]

Thank you! Very helpful!

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[@si_hari]

Sir no need to captionate the video ...we are facing problem to see the calculations

[@Home123-y9j]

Uneducated just turn off the captions why are you complaining abt it

[@shubhamsrivastava5371]

awsm.......make more videos.......

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[@lakshminarasaiah1928]

A small mistake in the problem solving ..u have to substaract two rectangles moment of inertia from the entire rectangle but u did only for one.. U r videos are really helping so many students and from next time onwards please go indepth of the concept so that it makes some difference from others..thank you sir.

[@nichiketpatil3640]

No, Sir has taken the breadth of negative areas two times in the equation itself

[@karunajayanti7680]

Hello, actually in the book of Rk bansal,the Sol for I section is completely different..there using formula for finding max shear stress at flange and web,which methodology is preferable to solve for this problem...can u explain??

[@NANDANKUMAR-du4jl]

Sir tell me how to find the bending force distribution

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[@mugumesolomon12]

Hello sir, plz also put for retaining walls

[@Akmhms]

Thanks a lot sir!!

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[@sandipshinde5538]

I think , as the dimensions 350mm x 200mm the first number show's the base I.e 350mm and height of 200mm please checkout

[@اناقةطالب-ظ1ي]

1.5 ( A ) . A simple turnbuckle arrangement is constructed from a 40 mm outside diameter tube threaded internally at each end to take two rods of 25 mm outside diameter with threaded ends . What will be the nominal stresses set up in the tube and the rods , ignoring thread depth , when the turnbuckle carries an axial load of 30 kN ? Assuming a sufficient strength of thread , what maximum load can be transmitted by the turnbuckle if the maximum stress is limited to 180 MN / m² ? [ 39.2 , 61.1 MN / m² , 88.4 kN . ] Please answore😭😭

[@manavpatel4137]

sir, area of web is wrong ( A2 = 12.5*300) is equal to 3750

[@growmore_CivilEngineersclub]

It helps alot ...

[@ayshasithy3091]

Please do an example to calculate the horizontal shear stress on flange...

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[@sureshkodem6324]

Values of y1 and y2 is not correct. Y1=distance b/w NA to top most layer, but you taken as y1=y bar .which is wrong

[@sowmyareddy3716]

Sir plz tell for inter students also plzz

[@inamullah-gg6nr]

Why not in shear distribution straight lines are use rather then arcs

[@mashooqahmadmalik497]

same question

[@adityakashyap010]

Because shear stress from one point to another does'nt vary linearly, calculate shear stress at different points from neutral axis and plot a graph you will get to know

[@OmSangle-f6o]

Sir t section is easy or i section

[@asthadad9879]

Thank u sir.!!

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[@shahzadhassan8773]

Sir also bending stress.. How to draw bending stress diagram

[@satheeshkumar3492]

If an section is symmetric about x axis but unsymmetrical to y axis... Does we need to find CENTROID in bending stress problems from som

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[@sourabhparmar5857]

Angrezi acchi hai sir ki

[@ankitzchandel8058]

Thanks a lot sir

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[@ankushverma450]

Thankuu sir

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[@jadeshj2005]

Nice sir

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[@chakravarthiboddepalli8003]

Please do more videos

[@asharanibd6820]

Thank you sir

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[@divymathur4163]

Why would you take half of 150mm in the end of the video for web

[@rahulsahani2812]

Sir how to find average shear stress? In unsymmetrical I sections

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[@doinggood9819]

Unsymetrical problem vedio please send

[@karneediveerendra3101]

Good

[@abhishekkumar-te6ib]

Thanks sir

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[@orionfx8988]

correct me if im wrong...are we not supposed to subtract two small rectangles there..it appears we subtracted one

[@himanshugarg6762]

He combined those two rectangles and subtracted

[@krclfanboy]

You are correct

[@jyotiyogi9788]

Ek hi bat h bro

[@btwnikkhere]

350 distance horizontal ayega na

[@mayurjadhav581]

For I section U symmetrical

[@pranithbrood9041]

Super bro

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[@vedanshgarg7938]

10:38

[@abishekbabu8759]

Audio is messed up. I only hear on my left ear.

[@amanchaudhary2197]

web ki width kitni ha

[@aayushgarg9266]

12.5mmm

[@Durgeshkumar-sp2hp]

sir ek que. hai sir please solve

[@takeiteasesolutionchannel6956]

❤️❤️❤️❤️❤️❤️

[@sujaltanwar6205]

i think sir you have taken wrong dimension as 200 should be the depth

[@easystudy1031]

Sir video me aabaj to hai hi nahi

[@chakravarthiboddepalli8003]

About sm

[@deshmukhkartik2536]

Sir hme sanjana hai sirf aapko solve nhi krna

[@willpaes]

I love you

[@Deepak-eb7uo]

It's not audible

[@YugKahar-i9s]

this question is book a R S KHURMI 😃🤣🤣🤣🤣 muje laga ye khud banata hai question

[@g18_koyalkinger24]

sir jara jor se toh bolo khudko solve nai karna humko bhi sikhana hai muh me hi mat bolo

[@rameshkumawat895]

Hat saale......

[@aniruddhakamble1623]

Audio kyu nhi he video me

[@motepalliganesh9354]

super explain in the question and thanks ..

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[@sujitrakshit1634]

Thank you sir.

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[@chakravarthiboddepalli8003]

Thanks sir

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[@muhammadnauman3154]

thank u dear sir

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