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Statics and Dynamics for Engineering
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Добавлен 25 авг 2021
EGN 3311 Example 6 7 Trusses, combine Method of Joint and Method of Sections V2
STATICS, Equilibrium of Particles
Images from Hibbeler, Statics, 15th ed.
Video by Carmen Muller-Karger, Ph.D
Florida International University
Images from Hibbeler, Statics, 15th ed.
Video by Carmen Muller-Karger, Ph.D
Florida International University
Просмотров: 250
Видео
DYNAMICS, Example 15 4 5 Oblique Collision two particles
Просмотров 41910 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Images from Hibbeler, Dynamics, 14th ed. Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 15.1.9 Linear Momentum
Просмотров 21710 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Images from Hibbeler, Dynamics, 14th ed. Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 15.1.8 Linear Momentum
Просмотров 17310 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Images from Hibbeler, Dynamics, 14th ed. Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 15.1.7 Linear Momentum
Просмотров 16510 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Images from Hibbeler, Dynamics, 14th ed. Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 15.1.6 Collision and Linear Momentum
Просмотров 14910 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Images from Hibbeler, Dynamics, 14th ed. Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 15.4.6 Analysis of Collision and energy lost.
Просмотров 26110 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Images from Hibbeler, Dynamics, 14th ed. Video by Carmen Muller-Karger, Ph.D Florida International University
STATICS CH 1 Narrated lecture
Просмотров 8711 месяцев назад
STATICS, Equilibrium of Particles Images from Hibbeler, Statics, 15th ed. Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 14.3.14 Principle of Work and Energy
Просмотров 26011 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Principle of Work and Energy Images from Hibbeler, Dynamics, 15th ed, Chapter 14 Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 14 .3.13 Principle of Work and Energy
Просмотров 31711 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Principle of Work and Energy Images from Hibbeler, Dynamics, 15th ed, Chapter 14 Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 14.3.12 Principle of Work and Energy
Просмотров 31911 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Principle of Work and Energy Images from Hibbeler, Dynamics, 15th ed, Chapter 14 Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 14.3.11 Principle of Work and Energy
Просмотров 43811 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Principle of Work and Energy Images from Hibbeler, Dynamics, 15th ed, Chapter 14 Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 14.3.9 Principle of Work and Energy
Просмотров 15611 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Principle of Work and Energy Images from Hibbeler, Dynamics, 15th ed, Chapter 14 Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 14.3.10 Principle of Work and Energy
Просмотров 51811 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Principle of Work and Energy Images from Hibbeler, Dynamics, 15th ed, Chapter 14 Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 14.3.8 Principle of Work and Energy. Calculating Work.
Просмотров 15511 месяцев назад
DYNAMICS, Kinematics and Kinetics of Particles and Rigid Bodies. Principle of Work and Energy Images from Hibbeler, Dynamics, 15th ed, Chapter 14 Video by Carmen Muller-Karger, Ph.D Florida International University
DYNAMICS, Example 13.4.13 EoM on motion of pulleys
Просмотров 23311 месяцев назад
DYNAMICS, Example 13.4.13 EoM on motion of pulleys
DYNAMICS, Example 19.4.4 Principle of angular momentum, collision
Просмотров 41011 месяцев назад
DYNAMICS, Example 19.4.4 Principle of angular momentum, collision
DYNAMICS, Example 19.4.8 Conservation of angular momentum
Просмотров 48211 месяцев назад
DYNAMICS, Example 19.4.8 Conservation of angular momentum
DYNAMICS, Example 19. 4.7 Conservation of angular momentum
Просмотров 48811 месяцев назад
DYNAMICS, Example 19. 4.7 Conservation of angular momentum
DYNAMICS, Example 19.4.6 Principle of linear angular momentum
Просмотров 59911 месяцев назад
DYNAMICS, Example 19.4.6 Principle of linear angular momentum
DYNAMICS, Example 19.4.5 Principle of angular linear momentum
Просмотров 70811 месяцев назад
DYNAMICS, Example 19.4.5 Principle of angular linear momentum
DYNAMICS, Example 19.4.2 Principle of angular momentum Gears
Просмотров 67211 месяцев назад
DYNAMICS, Example 19.4.2 Principle of angular momentum Gears
DYNAMICS, Example 19.4.1 Principle of linear and angular momentum
Просмотров 2 тыс.11 месяцев назад
DYNAMICS, Example 19.4.1 Principle of linear and angular momentum
DYNAMICS, Example 18.6 Principle of Work and Energy
Просмотров 67111 месяцев назад
DYNAMICS, Example 18.6 Principle of Work and Energy
DYNAMICS, Example 18.4 Principle of Work and Energy
Просмотров 86711 месяцев назад
DYNAMICS, Example 18.4 Principle of Work and Energy
DYNAMICS, Example 18.5 Principle of Work and Energy
Просмотров 63011 месяцев назад
DYNAMICS, Example 18.5 Principle of Work and Energy
DYNAMICS, Example 18.3 Principle of Work and Energy
Просмотров 1,2 тыс.11 месяцев назад
DYNAMICS, Example 18.3 Principle of Work and Energy
DYNAMICS, Example 18.2 Principle of Work and Energy
Просмотров 1,1 тыс.11 месяцев назад
DYNAMICS, Example 18.2 Principle of Work and Energy
DYNAMICS, Example 18.1 Principle of Work and Energy
Просмотров 3,3 тыс.11 месяцев назад
DYNAMICS, Example 18.1 Principle of Work and Energy
DYNAMICS, Example 17.4.10 Equations of Motion
Просмотров 53411 месяцев назад
DYNAMICS, Example 17.4.10 Equations of Motion
It would be lovely if you used a normal whiteboard. I suggest you watch your videos. You will see it is difficult to see. Thanks!
Thanks
hi, this is incredible and very detailled! thank you for your hard work and support <3
These are really helpful thank you!
you are one of the best teachers here in youtube, but please get a better microphone thank you!
Thank you so much. Amazing explanation.
this is so helpful
We need more of these videos please. Thank you so much for your work.
Thank you so much for your work. You are single handedly help my lessons in Engineering. I cant thank you enough
great video
How are you able to get value of NAB and ND if the equation for ND requires the value of NAB and vice versa?
you’re saving me!
How do you know that is positive tangent direction?
it doesn’t have to be your final value will just be negative telling you that your assumption was wrong but she knows because the only external forces are the weight and the applied moment both downward
my bad i did the math and you’re right the reactions positive upward
sher schöne erklarung. GrüBe aus der Luft- und Raumfahrtechnik
👏🏼👏🏼👏🏼
What counterclockwise is positive? And clockwise is negative??
Yes
This is just a convention; you can use the opposite, what is important is that you keep consistency while doing the problem.
Thank youu!
there is a mistake i th ink in the 2nd last line F2y=F2vsin(30)
I do not see the mistake.
BEST VIDEO IVE FOUND
lo pude entender sin hablar su idioma...gracias!
2:40 can you explain it why tangent-direction don't have a force?
thank you so much
why didn't you include the 400N in calculating the moment of point C?
The 400N does not create a moment about point C
why did we get -T for Fx, wasn't supposed to be positive.????
Hello why did we not consider thr tension of the cable from E to the middle of C ?
Hey...It's connected to the beam, not the pulley, hence she didn't consider it, hope it helps🙌
I'm learning a lot from your videos mam. thank you very much ❤❤❤
Thank you very much your channel deserve more views and subscribers ❤❤❤❤
please complete it i am engineer and i return study it you are so good as teacher thank you so much you make me understiand it more than before i wish make plAYlist have lecture from one to
component method is easier
I understand everything from u thank u so much ❤
U re aweome danke schön❤
Thank you.
Very clear explanation of the uses and formulas. Thank you professor!
I just want to ask, how do you come up in 6.50 in FR in Y, thank you
For F1: (3/2)j =1.5j and F2: -5(4/5) j= -4j and F3: -4j If you count these up for the FRy component: 1.5 - 4 - 4 = -6.5
tnx that helped me a lot
Your teaching is perfect. Thanks for the videos it will help me for my final exam 🤍
Woww...Thanks a lot!!
A student from the HELL of PU lebanese university
thank you so much
ليش ماكو ترجمة للعربي 😭😭
why ain't you considering the forces at point D??
Good stuff, very helpful 😊
Thank you
its a bit stupid question but How we found W^NC = 0 ?
6:23 why did you add the minus ?
What a great explanation.
I think perhaps the tangential reaction at O (Ot) should be in the opposite direction. Solving your equation 1 with alpha = 5.905 yields a negative answer. Wouldn’t that mean it’s in the opposite direction from what was initially assumed? (20)(1.5)(5.905) = 177.15 But 19.05 + (20)(9.81) = 215.25 However, -19.05 + (20)(9.81) = 177.15
can anyone explain why we assume the curve is concave down for the moment diagram? Do we just assume we took the steps to find it? Or is it always concave down because its negative "x" no matter the exponent?? 10:21
Can someone explain why it is 2/3x multiplied by x then divided by 2 please!!! 4:40
When you have a triangular distributed force, you find an equivalent force that is the area under the curve, bh/2. This equivalent force is located at 2/3 of skinny side of the triangle.
At 4:28 why is K used on WAB to find VB but K is not used on WAB to find alpha B