MAE206-L06-Ch3.3. Equilibrium of Particles in 3D

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MAE 206 Engineering Statics Prof. Mary Zadeh Assistant Teaching Professor in Mechanical and Aerospace Engineering Department Fall 2023 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Lecture 6 Equilibrium of Particles Ch 3.3. Equilibrium of Particles in 3D
Ch. 3.3 Page: 2 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh 1 0 . M o m e n t s o f I n e r t i a 9 . F r i c t i o n 7 . C e n t r o i d s & D i s t r i b u t e d F o r c e S y s t e m s 8 . I n t e r n a l F o r c e s 6 . S t r u c t u r a l A n a l y s i s a n d M a c h i n e s 5 . E q u i l i b r i u m o f b o d i e s 4 . M o m e n t o f a F o r c e 3 . E q u i l i b r i u m o f P a r t i c l e s 2 . V e c t o r s : F o r c e a n d P o s i t i o n 1 . I n t r o d u c t i o n t o S t a t i c s MAE 206 Engineering Statics
Ch. 3.3 Page: 3 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Announcement HW #3 (Ch. 3) Due: Monday, Sep. 18 at the beginning of the lecture Exam 1 (Ch. 1-3) Monday, Sep. 25 Exam 2 (Ch. 4-6) Monday, Oct. 23 Exam 3 (Ch. 7-9) Monday, Nov. 20
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Ch. 3.3 Page: 4 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Review Problem-Solving Approach Road Map: Identify givens/data and unknowns and create a solution strategy. Modeling: Identify the system and make reasonable assumptions leading to the development of a FBD (or possibly multiple FBDs). Sketch the particle. Isolate it from its environment. Draw all the forces acting on it. Select a coordinate system , show dimensions and orientations of all forces. Governing Equations: Write the equations of equilibrium σ 𝑭 = 𝟎 , and as needed, additional eqns for other physical phenomena pertinent to problem. Computation: Solve the system of governing equations. Discussion and Verification: The results are critically examined and interpreted . Cables Support only tensile forces Bars Support both tensile and compressive forces Pulleys
Ch. 3.3 Page: 5 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Review of Chapter 2 force vector Ԧ 𝐹 lies along the line of action of a position vector Ԧ 𝑟 : Ԧ 𝐹 = 𝐹 ො𝑢 𝑟 = 𝐹 Ԧ 𝑟 Ԧ 𝑟 Component of a Vector in a Particular Direction Vector component parallel to Ԧ 𝑟 : 𝐹 = Ԧ 𝐹 ⋅ Ԧ 𝑟 Ԧ 𝑟 Vector component perpendicular to Ԧ 𝑟 : 𝐹 = 𝐹 2 − 𝐹 2 as Ԧ 𝐹 = Ԧ 𝐹 + Ԧ 𝐹
Ch. 3.3 Page: 6 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Equilibrium of Particles in Three Dimensions The conditions for static equilibrium of a particle in 3-D are: Ԧ 𝐹 = 0 or σ 𝐹 ? Ƹ ? + σ 𝐹 ? Ƹ ? + σ 𝐹 ? 𝑘 = 0 or σ 𝐹 ? = 0, σ 𝐹 ? = 0, and σ 𝐹 ? = 0 The first two expressions states conditions for vector form . The last expression states conditions for scalar form .
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Ch. 3.3 Page: 7 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Solution of Algebraic Equations Analysis of equilibrium of one particle in three dimensions will typically produce three simultaneous linear algebraic equations with three unknowns . Efficient techniques for solving systems of simultaneous algebraic equation: Scientific calculators, Programs such as Mathematica, Maple, Mathcad, EES, MATLAB.
Ch. 3.3 Page: 8 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Reactions If a support prevents motion of a particle in a certain direction, it can do so only by producing a reaction force in that direction.
Ch. 3.3 Page: 9 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Summing Forces in Directions Other Than x , y , or z Newton’s law in vector form is: σ Ԧ 𝐹 = 0 ⟺ Ԧ 𝐹 1 + Ԧ 𝐹 2 + ⋯ + Ԧ 𝐹 𝑛 = 0 To sum forces in the direction of Ԧ 𝑟 , take the dot product of both side with unit vector ො𝑢 𝑟 to obtain the scalar equilibrium eqn. Summation of forces in the Ԧ 𝑟 direction: Ԧ 𝐹 ⋅ ො𝑢 𝑟 = 0 ⋅ ො𝑢 𝑟 : Ԧ 𝐹 1 ⋅ ො𝑢 𝑟 + Ԧ 𝐹 2 ⋅ ො𝑢 𝑟 + ⋯ + Ԧ 𝐹 𝑛 ⋅ ො𝑢 𝑟 = 0 or Ԧ 𝐹 1 Ԧ 𝑟 Ԧ 𝑟 + Ԧ 𝐹 2 Ԧ 𝑟 Ԧ 𝑟 + ⋯ + Ԧ 𝐹 𝑛 Ԧ 𝑟 Ԧ 𝑟 = 0 Ԧ 𝐹 1 ⋅ ො𝑢 𝑟 is the potion (or component) of force Ԧ 𝐹 1 that acts in the direction Ԧ 𝑟 , Ԧ 𝐹 2 ⋅ ො𝑢 𝑟 is the portion (or component) of Ԧ 𝐹 2 that acts in the direction Ԧ 𝑟 , and so on. scalar form vector form 𝑭 𝒓 𝒓
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Ch. 3.3 Page: 10 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Example 3.7 Summing Forces in a Direction Other Than x, y, or z Bar AB is straight and fixed in space. Spring CD has 3 𝑁/𝑚𝑚 stiffness and 200 𝑚𝑚 unstretched length. If there is no friction between collar C and bar AB, determine: (a) The weight W of the collar that produces the equilibrium configuration shown. (b)The reaction between the collar and bar AB.
Ch. 3.3 Page: 11 Let’s GO PACK MAE 206 Fall 2023 Lecture 6 Prof. Zadeh Example 3.7 Solution

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