Engineering Mechanics: Fundamentals and Equilibrium

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Vocabulary practice flashcards covering fundamental mechanics concepts, systems of forces, vector algebra, equilibrium conditions, and support types.

50 Terms

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Engineering Mechanics

The branch of Applied Science that deals with the laws and principles of Mechanics, along with their applications to engineering problems.

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Mechanics

The branch of physics that deals with the motion of bodies under the influence of forces.

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Statics

The sub-division of mechanics that deals with the study of bodies at rest.

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Dynamics

The sub-division of mechanics that deals with the study of bodies in motion.

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Kinematics

The branch of dynamics that deals with the study of motion without considering the forces causing it.

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Kinetics

The branch of dynamics that deals with the study of motion considering both the forces and the mass of the body.

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Primary Dimensions (Fundamental Quantities)

Basic measurable physical quantities that cannot be expressed in terms of others, specifically: Mass (M\text{M}), Length (L\text{L}), Time (T\text{T}), Temperature (θ\theta), Electric Current (I\text{I}), Luminous Intensity (J\text{J}), and Amount of Substance (N\text{N}).

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Secondary Dimensions (Derived Quantities)

Physical quantities expressed in terms of primary dimensions, such as velocity ([L T−1][\text{L}\,\text{T}^{-1}]), acceleration ([L T−2][\text{L}\,\text{T}^{-2}]), force ([M L T−2][\text{M}\,\text{L}\,\text{T}^{-2}]), and pressure ([M L−1 T−2][\text{M}\,\text{L}^{-1}\,\text{T}^{-2}]).

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Law of Dimensional Homogeneity

A principle stating that every term in a physical equation must have identical dimensions, used to verify equations and derive relationships.

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Rigid Body

An idealization in mechanics where an object does not deform under an applied load.

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Particle

An idealization where an object is considered as a point mass when its physical size is negligible compared to the path of its motion.

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Continuum

An idealization assuming matter is continuous and uniformly distributed, ignoring its atomic structure.

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Law of Inertia (Newton's First Law)

The law stating that a body remains at rest or in uniform motion in a straight line unless acted upon by an external force.

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Law of Acceleration (Newton's Second Law)

The law stating that force is directly proportional to the rate of change of momentum, represented by the equation F=maF = ma.

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Law of Action and Reaction (Newton's Third Law)

The law stating that for every action, there is an equal and opposite reaction.

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Parallelogram Law of Forces

The law stating that if two forces acting simultaneously on a body are represented in magnitude and direction by two adjacent sides of a parallelogram, their resultant is represented by the diagonal of the parallelogram passing through their common point.

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Scalar

A physical quantity that has magnitude only, such as mass, time, energy, and temperature.

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Vector

A physical quantity that possesses both magnitude and direction, such as force, velocity, displacement, and acceleration.

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Collinear Forces

Forces whose lines of action lie along the exact same straight line.

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Concurrent Forces

Forces whose lines of action intersect or meet at one single point.

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Coplanar Forces

Forces whose lines of action lie within the same plane.

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Coplanar Concurrent Forces

Forces that meet at a single point and whose lines of action also lie in the same plane.

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Coplanar Non-Concurrent Forces

Forces whose lines of action lie in the same plane but do not meet at a common point.

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Non-Coplanar Concurrent Forces

Forces that meet at a single point, but whose lines of action do not lie in the same plane.

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Non-Coplanar Non-Concurrent Forces

Forces that do not meet at a single point and whose lines of action do not lie in the same plane.

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Dot Product (Scalar Product)

An algebraic vector operation defined as A⋅B=ABcos⁡(θ)\mathbf{A} \cdot \mathbf{B} = AB\cos(\theta), yielding a scalar quantity such as Work (W=F⋅dW = \mathbf{F} \cdot \mathbf{d}).

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Cross Product (Vector Product)

An algebraic vector operation defined as A×B=ABsin⁡(θ) n^\mathbf{A} \times \mathbf{B} = AB\sin(\theta)\,\hat{\mathbf{n}}, producing a vector perpendicular to the plane of A\mathbf{A} and B\mathbf{B} (applied in torque and moments).

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Resultant Force Angle Formula

The formula used to determine the angle α\alpha that the resultant force makes with force F1F_1: tan⁡(α)=F2sin⁡(θ)F1+F2cos⁡(θ)\tan(\alpha) = \frac{F_2 \sin(\theta)}{F_1 + F_2 \cos(\theta)}.

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Method of Resolution

A technique to find the resultant force by finding the algebraic sums of horizontal components (ΣH\Sigma H) and vertical components (ΣV\Sigma V), where R=(ΣH)2+(ΣV)2R = \sqrt{(\Sigma H)^2 + (\Sigma V)^2} and tan⁡(θ)=ΣVΣH\tan(\theta) = \frac{\Sigma V}{\Sigma H}.

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Cartesian Vector

A vector expressed in rectangular coordinate components as A=Axi^+Ayj^+Azk^\mathbf{A} = A_x\hat{i} + A_y\hat{j} + A_z\hat{k}, with magnitude ∣A∣=Ax2+Ay2+Az2|\mathbf{A}| = \sqrt{A_x^2 + A_y^2 + A_z^2}.

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Unit Vector

A vector having a magnitude of unity that points in the direction of vector A\mathbf{A}, given by a^=A∣A∣\hat{a} = \frac{\mathbf{A}}{|\mathbf{A}|}.

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Position Vector

A vector that locates a point in space with respect to the origin, defined as r=xi^+yj^+zk^\mathbf{r} = x\hat{i} + y\hat{j} + z\hat{k}.

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Displacement Vector

The difference between the final and initial position vectors of a particle, defined by d=r2−r1\mathbf{d} = \mathbf{r}_2 - \mathbf{r}_1.

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Moment of a Force About a Point

A measure of the rotational effect of a force about point OO, defined mathematically as MO=r×F\mathbf{M}_O = \mathbf{r} \times \mathbf{F}, where r\mathbf{r} is the position vector from OO to the point of force application.

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Moment of a Force About an Axis

The projection of the moment of a force onto a specific axis, computed as Maxis=MO⋅n^M_{axis} = \mathbf{M}_O \cdot \hat{n}, where n^\hat{n} is the unit vector along that axis.

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Couple

A system formed by two equal and opposite parallel forces separated by a perpendicular distance.

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Couple Moment

The moment generated by a couple, given by M=r×F\mathbf{M} = \mathbf{r} \times \mathbf{F}, which is a free vector independent of the choice of reference point.

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Equivalent Force-Couple System

A system where an external force not acting through point OO is replaced by an identical concurrent force at OO plus a couple moment equal to r×F\mathbf{r} \times \mathbf{F}.

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Varignon's Theorem

The theorem stating that the moment of a resultant force about any point equals the sum of moments of its constituent component forces about the same point: MO=∑(r×F)\mathbf{M}_O = \sum(\mathbf{r} \times \mathbf{F}).

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Distributed Load

A continuous load acting over a surface or length, equivalent to a single resultant force equal to the area under the distribution diagram acting directly at its centroid.

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Particle Equilibrium Condition

The condition where the vector sum of all external forces acting on a particle equals zero (ΣF=0\Sigma \mathbf{F} = 0), satisfied when ΣFx=0\Sigma F_x = 0, ΣFy=0\Sigma F_y = 0, and ΣFz=0\Sigma F_z = 0.

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Free-Body Diagram (FBD)

A simplified sketch of an isolated body or particle showing all external applied forces, moments, support reactions, and necessary dimensions.

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Lami's Theorem

A principle stating that if three coplanar forces acting at a point are in equilibrium, each force is proportional to the sine of the angle between the other two: Psin⁡(α)=Qsin⁡(β)=Rsin⁡(γ)\frac{P}{\sin(\alpha)} = \frac{Q}{\sin(\beta)} = \frac{R}{\sin(\gamma)}.

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Rigid Body Equilibrium

The mechanical state requiring both the sum of forces to equal zero (no translation, ΣF=0\Sigma \mathbf{F} = 0) and the sum of moments to equal zero (no rotation, ΣM=0\Sigma \mathbf{M} = 0).

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Fixed Support

A support constraint that prevents both translation and rotation, providing three support reactions in 2D (two reaction forces and one reaction moment).

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Pinned/Hinged Support

A support constraint that prevents translation in all directions while allowing rotation, providing two reaction force components (horizontal and vertical).

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Roller Support

A support constraint that allows movement along the contact surface while preventing motion perpendicular to it, providing a single normal reaction force.

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Beam

A structural member designed to carry transverse and axial loads, typically supported at its ends.

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Simple Beam

A structural beam supported at two points by a hinge at one end and a roller at the other end.

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Compound Beam

A structural configuration formed by connecting two or more beams together.