This lecture is far better than my college faculty's whole career..

@repackgames8464

3 жыл бұрын

Means that u are so much poor in acedmy

@ishaanpal6062

3 жыл бұрын

First of all it is academics not acedmy That is why I bought subscription of Unacademy.. And it seems that you are a faculty of 3rd class college 🤣

@julitamahanty5656

3 жыл бұрын

@@ishaanpal6062 im from tier 2 college but same situation there too

@abhishekagrawal9702

Жыл бұрын

@@repackgames8464 well said

Ok sir there's one confusion..while calculating SF at the B(left of B) we're considering 3-(4*2) instead of 3-(6*2), why we're considering here the UDL up to B only instead of whole beam, and same for right why not 3-(6*2)+9?? But for calculating SF at C from left you said 3-(6*2)+9=O why not as like B, 3+9-(2*2) why not we're considering the UDL only from B and C while calculating for C?? I hope I make myself understand to you... please do reply.

😍😍😍😍😘 thanks for this video, luv u

Thank you sir 🙏 It help me a lot ...😇😇

Sir plz solve more numerical related to overhanging beam

Thanks a lot sir

thanks sir it helped me alot.

While calculating moment (A), how did you choose the sign should be negative from UDL (2KN) and it is clockwise direction . And how 3-2x

@mechpm

4 жыл бұрын

kzread.info/dron/gICzKPM1Jzg_Vc4KS_r-Ig.html come to my channel for complete course on beams

what about fixed beam video?? do you have lecture on it

So much speed Sir!!

It was very clear and easy to understand.. Thnx bhai

@mechpm

4 жыл бұрын

kzread.info/dron/gICzKPM1Jzg_Vc4KS_r-Ig.html come to my channel for complete course on beams

What a explanation sir

Sir we want more problems on overhanging beams with point of contraflexure

Sir can you solve the question in which A beam carrying a UDL,POINT LOAD AND MOMENT ALSO..

Thank you so much sir😭😭

Thank you sir,too good sir

i like your videos becoz..NO BAKWAS ONLY SUBJECT....

Perfect!

Please also show how to calculate deflection in beams ......

Very good sir

Vary nice. Thanks.

@user-ci3ne9lk6i

5 жыл бұрын

Because distance is zero.

What about deflection of the beam brother ???

Weldone sir

Sir sfd agr right side se left kii trf jate hai to sir usmai fir 4 or 5 dono alg aare fir I mean jha 5 hai vha 4 aayega or jha 4 hai vha 5 ... Or jab 2kN\m 2 m length pr lagega to 9 kn mai se hi to minimise hoga na per aapne to vha 4 likha hai

Great☺

Gazab sir

Sir aap ne bola tha ki jaha pe share force zero hota us jagaha pe max.BM ho ta he lekin ye question me to Point D pe 2.25 aur Point B pe -4 aa raha he kya hum absolute value nahi dekhte he???? agar absolute value dekhte he 4 bada he ne 2.25 se

@rohanjondhale4957

4 жыл бұрын

-4 is minimum and 2.25 is max ... absolute extreme nai dekhte shayad

Sir please start Design of RC,steel structure,softwares at a time ,so all students will watch your videos.

@UnacademyGATECivil_ES

6 жыл бұрын

Sure :)

@kapilkumar9650

6 жыл бұрын

Sure bole hue 2 month ho gye

@kapilkumar9650

6 жыл бұрын

Sir

@smartygopal73

5 жыл бұрын

sir start steel please

@cstechguruji.Hari5

4 жыл бұрын

m.kzread.info Uploaded!! Model presentation with Examples solved on over Hanged beam subjected to U Good luck 👍

All the point of contraflexture are point of inflection but all point of inflection are not point of contraflexture The reason is that , point of contraflexture is that point at which bending moment is zero and it changes sign

Castingilon method he ye?

Why was not the force due to load taken negative?it is acting downwards so it should be negative

Bhaiya ye bta dijiye ki same point pr 1 se jyada shear force kb lagegi kaise pta karte h??

Bhai moment kya pointB k along le sakte h

Maximum kitna feets baher de sakte hai beam ko reply me must

Thanks for your video, sir . I need to ask that we calculate SF and BM from left to right ,why? We can't calculate right to left? Sir, pls do calculation from right to left. Sir pls make a reply.

@vishalkumarshaw6594

3 жыл бұрын

yes we can calculate from left to right

@vishalkumarshaw6594

3 жыл бұрын

watch this video , then it will be clear kzread.info/dron/gICzKPM1Jzg_Vc4KS_r-Ig.html

Sir concept is good but I have some confusion how draw BMD

@mechpm

4 жыл бұрын

kzread.info/dron/gICzKPM1Jzg_Vc4KS_r-Ig.html come to my channel for complete course on beams

Thank you for the video. I would like to ask why moment at A is zero? Also while calculating the moment at B, why didn't you consider the reaction force at A and the uniformly distributed force at the left side?

@rybread5718

5 жыл бұрын

I think it's because it is a pin connection at A, and cannot have a moment because of that.

I couldn't understand the 2nd equation? Hope you'll answer😃

I can't find lec -35. have i miss something?

@UnacademyGATECivil_ES

6 жыл бұрын

No, you're not. Lec - 35 isn't available.

@deepakrathva

6 жыл бұрын

Ok. Thank you. you are doing a great job.

sir aapki gate rank kya hai. diya abhi ki nahi.

One question?

calculation errors why u consider only for B to calculate moment for calculation of Ra and Rb.. consider overhange also

SFB (Just Before) = [3×(-8)]= - 5 or -24 which one to follow? Please reply me brother soon

@yugendran.n7845

Жыл бұрын

-5 is the answer

Sir mai bending moment find kar le Raha hu but draw kaise Karen please achhe se samajha digiye please please......... I highly obliged sir please

❤❤❤

Nyc sir

Can you tell me what is "whole span" and what is "span"

Sir please start fluid mechanics soon.

@UnacademyGATECivil_ES

6 жыл бұрын

Sure! :)

Sir why you said(oops) in this 6:17

@UnacademyGATECivil_ES

6 жыл бұрын

The value is 3 - 8 = -5 and I accidentally wrote 3 x (-8) = -5. #mymistake :)

Two side overhaning beam ka solution

why moment of A is zero

@thecheeryhaven1218

5 жыл бұрын

Because perpendicular distance is zero...( force*distance )

🙏🙏🙏🙏

bending moment diagram is wrong should be curve down

@quoraselfanalysis3346

5 жыл бұрын

Mustafa Muhammad teen case hota h

Sir load is 2kN/m ...hie k 12KN/m

@mechpm

4 жыл бұрын

kzread.info/dron/gICzKPM1Jzg_Vc4KS_r-Ig.html come to my channel for complete course on beams

@cstechguruji.Hari5

4 жыл бұрын

m.kzread.info All viewers seeking optimization of knowledge in Structural Analysis More 33 videos available in Structural Analysis.Good luck

Please make videos on deflection😥

@cstechguruji.Hari5

4 жыл бұрын

m.kzread.info All viewers seeking optimization of knowledge in Structural Analysis More 33 videos available in Structural Analysis.Good luck

Please explain in English

ara bhi

ap 1 peage. pa bata tu kuch bhi samajna ni ara

too fast...sir...

Please stop background music yrr

Itna me sikha dunga..aja tuition lele....lol

@UnacademyGATECivil_ES

5 жыл бұрын

:)

Thank you sir

Thank you so much sir