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Vocabulary practice flashcards covering master formulas, point masses, 1-D wires, 2-D plates, centroids, 3-D solids, and common exam traps for Section 3.8: Center of Mass.
Master Center-of-Mass Formula
The foundational principle behind all center-of-mass problems: coordinate=massmoment=∫dm∫(position of slice)dm. The general procedure is to find dm, determine the position of the slice, integrate position×dm, and divide by ∫dm.
For example, masses of 2kg at (0,0), 3kg at (4,0), and 5kg at (1,3) give total mass M=10, with coordinates xˉ=1.7 and yˉ=1.5.
Center of Mass for Discrete Point Masses: Calculated via a weighted average without integrals: xˉ=∑mi∑mixi and yˉ=∑mi∑miyi.
For example, 8kg at (0,0) and 4kg at (t,t) yield xˉ=124t=3t and yˉ=3t.
Time-Dependent Point Masses: Point mass systems where coordinates are functions of time, such as pi(t). The standard discrete weighted average formula is applied, producing center-of-mass coordinates that are functions of t.
For a thin wire positioned along the x-axis from a to b with length-density δℓ(x) ,
total mass is M=∫abδℓ(x)dx, the moment is Mxˉ=∫abxδℓ(x)dx, and the center of mass is xˉ=MMxˉ.
Constant-Density Wire
A one-dimensional wire along the x-axis from a to b with uniform density. Its center of mass is located directly at the geometric midpoint xˉ=2a+b without requiring any integration.
Integration-by-Parts Moment Integrals
Wire center-of-mass problems where the density function δ(x) involves expressions such as ex, ln(x), xln(x), or cos(x). In these cases, computing the moment integral Mxˉ=∫xδ(x)dx yields integrands like xex or x2ln(x) that require integration by parts.
Mass of a Two-Dimensional Plate (M)
The total mass of a flat lamina bounded between top curve f(x) and bottom curve g(x) from a to b with density δ(x), obtained using vertical strips dm=δ(x)(f(x)−g(x))dx to give M=∫abδ(x)(f(x)−g(x))dx.
Plate Moment about the y-Axis (Mxˉ)
The moment of a planar plate bounded by top curve f(x) and bottom curve g(x) with density δ(x) about the y-axis, defined by Mxˉ=∫abxδ(x)(f(x)−g(x))dx.
Plate Moment about the x-Axis (Myˉ)
The moment of a planar plate bounded by top curve f(x) and bottom curve g(x) with density δ(x) about the x-axis, defined by Myˉ=∫abδ(x)2f(x)2−g(x)2dx. This arises because each vertical strip balances at its midpoint 2f+g, and 2f+g(f−g)=2f2−g2.
Crossing Curves Limits Method
The procedure used when finding the region between two curves without given interval limits: set f(x)=g(x) to solve for the boundary points, then test a value strictly between those points to determine which curve is on top (f) and which is on the bottom (g).
Plate Defined by Vertices
A planar region defined by vertex coordinates (such as a triangle with vertices at (0,0), (1,1), and (1,−1)). Solving requires writing out the linear equation of each bounding edge to identify top curve f(x) and bottom curve g(x) over the relevant interval.
Plate with Constant Horizontal Boundaries
A rectangular plate or region bounded by lines such as y=1 and y=5, represented by constant functions f(x)=5 and g(x)=1. For a rectangle [1,6]×[1,5] where density δ=ex does not depend on y, yˉ=3 by inspection.
Centroid of a Two-Dimensional Region
The geometric center of a planar region where density is constant and cancels out. Given area A=∫ab(f−g)dx, the coordinates are xˉ=A1∫abx(f−g)dx and yˉ=2A1∫ab(f2−g2)dx.
Centroid Symmetry Principle
A rule stating that if both the shape of a region and its density are symmetric across a line, the center of mass must lie along that line of symmetry, allowing one to skip evaluating that coordinate's integral (e.g., symmetry across the y-axis guarantees xˉ=0).
Centroid of a Half-Disk
For the upper half-disk y=r2−x2, symmetry yields xˉ=0, area is A=2πr2, and the vertical centroid is yˉ=2A1∫−rr(r2−x2)dx=3π4r. Squaring f eliminates the square root.
Centroid of a Right Triangle
Located 31 of the way inward from the right-angled corner along each leg. For example, for the region beneath y=kx on the interval [0,b], the centroid is given by (32b,3kb).
Center of Mass of a 3-D Solid with Cross-Sectional Area
For a three-dimensional solid with horizontal slab cross-sectional area A(z) and uniform density, the slab mass element is dm=δA(z)dz and the vertical centroid is zˉ=∫A(z)dz∫zA(z)dz.
Centroid Height of a Cone
A standard geometric result stating that the centroid of any cone, regardless of base shape, is located 41 of the total height up from the base (or 43 of the height down from the apex).
Density Cancellation Fallacy
The mistaken idea that a variable density function δ(x) can be cancelled from the ratio ∫δdx∫xδdx. Density can only factor out and cancel when δ is constant across the entire region.
Mid-Mass Point vs. Center of Mass
The mid-mass point divides the total mass into two equal halves (50% on each side), whereas the center of mass additionally weights mass by its distance from the origin. For δ=e−x on [0,4], the mid-mass point is approximately 0.675, whereas xˉ≈0.925.
Validity of a Density Function
The requirement that a real-world density function must satisfy δ≥0 everywhere on the specified interval, because negative mass density is physically meaningless. For example, δ(x)=x2−3 is valid on [2,5] but invalid on [1,4] where x<3.
“Set Up Only, Do Not Evaluate” Protocol
A problem-solving instruction requiring the student to write the definite integrals for M, Mxˉ, and Myˉ with explicit integration limits, boundary curves f and g, and density δ, state xˉ=MMxˉ and yˉ=MMyˉ, and stop without computing antiderivatives.
Center-of-Mass Sanity Check
A verification step confirming that the computed center of mass shifts toward the heavier or wider portions of the object and, for a single region with f≥g, lies strictly within the bounding box of the geometric shape.