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Sir theoretically speaking, when we consider the forces acting from RHS, the shear force at the point B should be zero right? Because there are no forces on the right hand side of the B?
I do appreciate sir, you lecture are really awesome, you go in depth to explain, thank you. I can't wait to watch more of your video lessons lectures. If you don't mind send me a link where I can get all your video lectures.
Hello sir, The straight line that you drew for BM should have different slopes between all the two points,you drew a single straight line looking like a straight line with uniform slope where between every two points the slopes are different.
Sir you sure that in cantilever beam the sf and BM calculations are taken from free end because this point will not explain by my teacher that's why I will have to confirm
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sir, Cross section is necessary for calculating shear force for every force.if I consider only one cross section?? Can we calculate shear force using one cross section?? Give me a example plzz
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moment means load multiplied with perpendicular distance.the section line drawn just before the at b.so no distance is there.so load *0( perpendicular distance) is zero.
sir,you have drawn section line left side to t he load D and taken positive sign,why cant we take right side then the load is acting down and the sign is taken as negative and 3-2=1KN sir
Excuse me sir pls can u explain to me if the RA=+6kn. I thought in one of ur video u said that the SF at A will be opposite which in this case will be -6kn Pls explain
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@Johnny Arlo yes it worked and i got my own phone hacked, thank you
you're the best online tutor one can ever find
S bro
Sir,with due respect...u are doing an amazing job...thanku for everything...keep doing that...it is very helpful
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@@Ekeeda Moment at A -11. 5
Best channel for sf and bm
thank you sir....you would gives quality education.... thanks for a lot☺
I finished my diploma and engineering but didn't understand the concept properly, but today understood
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Sir really you are most better than my teacher thank youuu sooo muchhhhj
Thanks you so much sir.
Your vedios very useful to my studies to gain good marks
Thank you !
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Ur teaching is OSM sir❤️❤️❤️❤️
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Best teacher ever
Op bro khurmi🎉🔥🔥♾️
Thanks sir it is very helpfull for me to undersrand the concept of SFD AND BM
One mistake when you find the Bending moment at point A you write this force in positive +11.5 but its not positive its negative -11.5
Right
Nice explanation sir,
Thank you sir
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Thnkyu sir love you from up❤️
Superb learning. Your teaching make me easy to understand. Thank you for this video sir🤩
Good explanation sir really amazing 👏👍👌😀
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@@Ekeeda I don't want to download
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can you please make same kind of videos on surveying and other civil subjects ? it could be help full for me
thank you ekeeda
Mind blowing sir im big fan of u
Thank u so much sir .....its help me alot....
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Thnx sir maine solve kar liya😊
Thank you so much sir 😊😊😊😊
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thnk u tooo much sir bcoz of ur lecture i undrstnd very well
excellent lecture sir
Thanks you your vedio help me alot
Nice sir ❤️👍
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Very helpful. Thanks a lot
Sir theoretically speaking, when we consider the forces acting from RHS, the shear force at the point B should be zero right? Because there are no forces on the right hand side of the B?
Can I have ur no☠️
Why are nor considering distance?
I do appreciate sir, you lecture are really awesome, you go in depth to explain, thank you. I can't wait to watch more of your video lessons lectures. If you don't mind send me a link where I can get all your video lectures.
can you send me the link of where you solved No2 pls?
thank you sir. please keep making More lessons.
Thanks for watching, stay tuned for more videos.
Ekeeda when are you making videos on FLUID/HYDRAULIC MACHINES?
Hello sir,
The straight line that you drew for BM should have different slopes between all the two points,you drew a single straight line looking like a straight line with uniform slope where between every two points the slopes are different.
Sir. In this problem. In bending moment. Diagram. 11.5. Is. Not. Negative. U. Said. Positive
It's negative bro
Finally he draw bm correctly
sir how come reaction in cantilever beam sir u r a genius i see so mush video but any video it doesn't come reaction .
Sir you sure that in cantilever beam the sf and BM calculations are taken from free end because this point will not explain by my teacher that's why I will have to confirm
Is a very usful deaplama students
very best sir
Nice lecture
A simply supported beam of span 8m Carrying UDL 10KN/m run over its entire span.Draw BM and SF diagram. How can I solve it?
Thank you sir.
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Sir, what about the bending moment at A...? Will it also be 0, just like the B.M at B?
Assalamualikum sir
Super sir
Thank you !
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thank you sir
Thank u you alot sir
sir, Cross section is necessary for calculating shear force for every force.if I consider only one cross section?? Can we calculate shear force using one cross section?? Give me a example plzz
Thank you boss
is Ra is necessary to find out in Cantilever?
I neva used to calculate Reaction Force in Cantilever beam, am I right or Wrong? guys,
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Sir sab sf forces -ve aayegi na ki +ve
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while calculating reaction why you didn't consider Moment reaction at A?
Sir Why are removing the video Lectures on shear force and bending moment sir
Someone pls tell me if the SFD can be drawn downside also or not.
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why dont we take two values of SF at c and d points like we did in simply supported beam
𝙏𝙝𝙖𝙣𝙠𝙪 𝙨𝙞𝙧 𝙟𝙞
Tqq sirr
Next video link please?
Sir there is a mistake at last in bm calculation Ma=11.5 in positive but sir u plotted in BM graph as negative. why sir plz explain
Sir need more vedios on SA
Why must The shear force start from the free end?
Sir, why can't we calculate s.f. exact at the point of load of application without taking section...???
Yes u can calculate without considering sections but u should be sure with variation in different loads
MA= -11.5
Grateful to you for bringing an error to our notice and helping us by giving us an opportunity to alter it to a correct one soon.
sir why the b.m for cantilever beams is zero at free end???
moment means load multiplied with perpendicular distance.the section line drawn just before the at b.so no distance is there.so load *0( perpendicular distance) is zero.
force is perpendicular to distance
sir,you have drawn section line left side to t he load D and taken positive sign,why cant we take right side then the load is acting down and the sign is taken as negative and 3-2=1KN sir
Murali Jnani wow i mean i am having the same question as yu do
from which book u take these problem. sir
answer for ques 2 ?
Sf at B -3
Sir, Why didn't we calculate moment at the fixed end of the beam?
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sir Ekeeda app ka link share kar da
Excuse me sir pls can u explain to me if the RA=+6kn. I thought in one of ur video u said that the SF at A will be opposite which in this case will be -6kn
Pls explain
Fixed end will not generate any BM . That is why it is called fixed joint.
How i can access remaining vedios
Chalu chalu e matram chalu ika padandi
sir why haven't you taken it from the left side?
For cantilever BM at free end is always zero
sir yai vadios private hai isko hum kaisy daik sakty hai
You are wasting too much of paper please buy a board. Thankyou for the lecture
What about the newspaper which are circulated in 1000s of number every morning with the same information
true bro@@vishwaskumar0369
Tuja paper ke padi hai exam paper ke nahi😡😡😡
how to draw B.M for cantilever when moment acting clockwise at free end
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Sketch se jyada hath kala hai 🙂👍🏻
Sir Ma=-11.5
the forces are acting downwards so shouldn't they be plotted below the base line
Sir what is your name i dont know thanku sir
sir muja ap sa question solve karvana ha
👌👌👌💐🙏.
Please to reduce length of videos
De yenda kolapura😓
Sir 17 ko som hey plz imp notes send karo
11.5 toh positive value h toh ese niche kyu likha
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Moment nhi nikalna kya isme
👍
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Sf diagram is wrong..
11.5 kn was + and sum was not completed
Sir achhaa padhte ho , par board or jyada samjha me aaye ga me
3. Mc = (-3×1.5)-(2×0.5)= -5.5kn-m
0.5 kaha se aaya samjh nai aa tha hai
.5 is the distance between C and D
😍💟🌸👌
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A bey Hindi mei bhi video bana de
Can anybody tell me the full form of bm ? 😂🤣
Bending moment
Sir thank. Video acha hai lekin clear nahi
Bvc
Your making confusing 😡🤬
Thank you Sir👍👍
Thanks brother ❤️