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Mechanics of solids
เข้าร่วมเมื่อ 24 พ.ค. 2017
Lecture 56 - Strain Energy Methods.
Strain energy due to torsion, deflection from strain energy principle
มุมมอง: 15 739
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Lecture 57 - Introduction to concept of elastic instability
มุมมอง 9K7 ปีที่แล้ว
Strain energy method, elastic instability, types of equilibrium
Lecture 58 - Critical Load
มุมมอง 6K7 ปีที่แล้ว
Critical load, stable, neutral and unstable equilibrium, Column analysis
Lecture 59 - Critical Load for flexible columns
มุมมอง 4.7K7 ปีที่แล้ว
Column analysis, critical load, different support conditions
Lecture 60 - Concluding Lecture.
มุมมอง 3.4K7 ปีที่แล้ว
Castigliano’s theorem, indeterminate structure, strain energy method
Lecture 51 - Deflections due to Bending
มุมมอง 11K7 ปีที่แล้ว
Deflection of beams, simply supported beam, deflection due to point load
Lecture 52 - Integration of Moment Curvature Relation
มุมมอง 8K7 ปีที่แล้ว
Deflection of beams, double integration method, method of superposition
Lecture 53 - Superposition Continued
มุมมอง 4.9K7 ปีที่แล้ว
Deflection of beams, method of superposition, numerical problem
Lecture 55 - Castigliano’s Theorem
มุมมอง 26K7 ปีที่แล้ว
Castigliano’s theorem, strain energy concepts, force-deformation relation
Lecture 54 - Load Deflection Differential Equation
มุมมอง 7K7 ปีที่แล้ว
Load-deflection differential equation, strain energy, Castigliano’s theorem
Lecture 47 - Beam Transmitting both Shear Force and Bending Moment
มุมมอง 9K7 ปีที่แล้ว
Bending stress, shear stress distribution, shear force in beams
Lecture 46 - Equilibrium Requirements
มุมมอง 8K7 ปีที่แล้ว
Bending equation, bending stresses, neutral axis, sagging moment
Lecture 48 - Shear Stress Distribution
มุมมอง 7K7 ปีที่แล้ว
Rectangular beams, bending and shear stress distribution
Lecture 49 - Distribution of Shear Stress in I Beam
มุมมอง 10K7 ปีที่แล้ว
I and T beams, shear stress distribution, combined stresses
Lecture 37 - Shear Force and Bending Moment Diagrams
มุมมอง 17K7 ปีที่แล้ว
Lecture 37 - Shear Force and Bending Moment Diagrams
Lecture 38 - Differential Equation Relationship
มุมมอง 7K7 ปีที่แล้ว
Lecture 38 - Differential Equation Relationship
Lecture 35 - Forces and Moments Transmitted by Slender Members
มุมมอง 11K7 ปีที่แล้ว
Lecture 35 - Forces and Moments Transmitted by Slender Members
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what would become of me if i did not have this playlist. i can feel my grades improving. you have my gratitude sir. if only vkg could teach like this.
Lecture is not in proper sequence
Awesome
here also all member 2 body forces then like question discussed in previous class why can't we assume F_a along the member and we know the geometry from that we can find a relation between F_ax and F_ay?
my man dropped such a good course . thanku
lovely re bro
Sir there's one small correction, At 9:30 , Mb= -Prcostheta
G FAAD SIR G FAAD
Helpful
fBD = 0, why? Please explain sir. Many have already asked this. Actually that is part of the question and it is skipped directly by writing 0, not fair. Please elaborate
16:27 isn't it should be partial differential of shear stress in x-plane and y direction wrt y time delta y?
Dekh raha hai vinod kaise IIT ka professor copy paste kar raha hai 😂😅
tu pdha de fir bkl..
Very very important lecture😂😂
endsem bt 😮💨😮💨
Lol. This calculation will nearly impossible to solve by hand if not for the gross approximations lol.
who says perfect transition doesn't exists - look 27:17
i think the SF sign will be -ve as left portion going downward
You're a very good teacher, thanks very much
Thanku so much sir
sir farted
Best & easy methods sir be continue.
thank yu sir,helped a lot😇
Thank you sir
Ty very much sir
Could someone kindly tell me why is deltax/2 what multiplies the shear force V? minute 10.50. Thank you very much!
Thanks a Lot🎉
Gvbn
Still sign conventions are confusing
wonderful course sir, Thank you very much 🙏🙏🙏
nice explanation sir
nice explanation sir
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amazing explanation sir.
very nice explanation sir.
Glad that you have used green board.
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Very gud lectures provided by you sir
How ∆theetta/2 angle is obtained
In last , instead of f , coefficient of friction should be ?
Thank You Sir!
my lord -please suggest very simple book
Thank sir ❤️❤️❤️
Its awesome sir before I never realized better than u.
Nice explanation
31:08 when you nail it and feel like a boss
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Awesome 👌
Z direction stress variation will not be there if the z dimension is very very large.Isn't it??