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.
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
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
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
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.
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?
m.th-cam.com/users/Civilstructuraleguru All viewers seeking optimization of knowledge in Structural Analysis More 33 videos available in Structural Analysis.Good luck
m.th-cam.com/users/Civilstructuraleguru All viewers seeking optimization of knowledge in Structural Analysis More 33 videos available in Structural Analysis.Good luck
This lecture is far better than my college faculty's whole career..
Means that u are so much poor in acedmy
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 🤣
@@ishaanpal6062 im from tier 2 college but same situation there too
@@repackgames8464 well said
over hanging beam subjected to udl throughout then overhanging portion is subjected to ?
It was very clear and easy to understand.. Thnx bhai
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come to my channel for complete course on beams
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
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come to my channel for complete course on beams
😍😍😍😍😘 thanks for this video, luv u
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.
Bhai moment kya pointB k along le sakte h
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
-4 is minimum and 2.25 is max ... absolute extreme nai dekhte shayad
Castingilon method he ye?
Why was not the force due to load taken negative?it is acting downwards so it should be negative
Thank you sir 🙏
It help me a lot ...😇😇
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
i like your videos becoz..NO BAKWAS ONLY SUBJECT....
Thank you so much sir😭😭
Thank you so much sir
Bhaiya ye bta dijiye ki same point pr 1 se jyada shear force kb lagegi kaise pta karte h??
what about fixed beam video?? do you have lecture on it
Sir plz solve more numerical related to overhanging beam
Very good sir
What about deflection of the beam brother ???
sir aapki gate rank kya hai. diya abhi ki nahi.
So much speed Sir!!
Weldone sir
thanks sir
it helped me alot.
Sir we want more problems on overhanging beams with point of contraflexure
Thank you sir,too good sir
Maximum kitna feets baher de sakte hai beam ko reply me must
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
One question?
Sir please start Design of RC,steel structure,softwares at a time ,so all students will watch your videos.
Sure :)
Sure bole hue 2 month ho gye
Sir
sir start steel please
m.th-cam.com/users/Civilstructuraleguru
Uploaded!! Model presentation with Examples solved on over Hanged beam subjected to U Good luck 👍
What a explanation sir
I can't find lec -35. have i miss something?
No, you're not. Lec - 35 isn't available.
Ok. Thank you. you are doing a great job.
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.
yes we can calculate from left to right
watch this video , then it will be clear
th-cam.com/channels/gICzKPM1Jzg_Vc4KS_r-Ig.html
Thanks a lot sir
SFB (Just Before) = [3×(-8)]= - 5 or -24 which one to follow? Please reply me brother soon
-5 is the answer
Sir can you solve the question in which A beam carrying a UDL,POINT LOAD AND MOMENT ALSO..
Gazab sir
Sir concept is good but I have some confusion how draw BMD
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come to my channel for complete course on beams
Great☺
calculation errors
why u consider only for B to calculate moment for calculation of Ra and Rb.. consider overhange also
Perfect!
Vary nice. Thanks.
Because distance is zero.
Sir why you said(oops) in this 6:17
The value is 3 - 8 = -5 and I accidentally wrote 3 x (-8) = -5. #mymistake :)
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?
I think it's because it is a pin connection at A, and cannot have a moment because of that.
Please also show how to calculate deflection in beams ......
Thank you sir
I couldn't understand the 2nd equation?
Hope you'll 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
Sir load is 2kN/m ...hie k 12KN/m
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come to my channel for complete course on beams
m.th-cam.com/users/Civilstructuraleguru
All viewers seeking optimization of knowledge in Structural Analysis
More 33 videos available in Structural Analysis.Good luck
Can you tell me what is "whole span" and what is "span"
why moment of A is zero
Because perpendicular distance is zero...( force*distance )
Two side overhaning beam ka solution
bending moment diagram is wrong should be curve down
Mustafa Muhammad teen case hota h
🙏🙏🙏🙏
Sir please start fluid mechanics soon.
Sure! :)
Please explain in English
Please stop background music yrr
too fast...sir...
ap 1 peage. pa bata tu kuch bhi samajna ni ara
Please make videos on deflection😥
m.th-cam.com/users/Civilstructuraleguru
All viewers seeking optimization of knowledge in Structural Analysis
More 33 videos available in Structural Analysis.Good luck
boring😢
ara bhi
Itna me sikha dunga..aja tuition lele....lol
:)