Notes on Vector Cross Product, Force Resolution, and Axis Transformation

This note covers fundamental vector operations and force analysis in statics.

Vector Operations for Geometric Quantities
  • Position vectors, like r<em>OB\mathbf{r}<em>{OB} and r</em>AB\mathbf{r}</em>{AB}, are used to describe lines and points.

  • The cross product r<em>OB×r</em>AB\mathbf{r}<em>{OB} \times \mathbf{r}</em>{AB} yields a vector perpendicular to the plane containing r<em>OB\mathbf{r}<em>{OB} and r</em>AB\mathbf{r}</em>{AB}. Its magnitude, ,r<em>OBr</em>ABsinθ,|\mathbf{r}<em>{OB}\,|\mathbf{r}</em>{AB}\,\sin\theta, represents the area of the parallelogram formed by the two vectors.

  • This cross product is crucial for calculating the perpendicular distance from the origin to a line: ,d=r<em>OB×r</em>ABrAB, d = \frac{ |\mathbf{r}<em>{OB} \times \mathbf{r}</em>{AB}| }{ |\mathbf{r}*{AB}| } (e.g., 565/61\sqrt{565/61} from given components).

Forces: Classification, Resolution, and Resultants
  • Forces are categorized as contact forces (e.g., concentrated or distributed at a point of contact) or body forces (e.g., gravity, distributed throughout a volume).

  • Newton's Third Law (action-reaction) states that forces between interacting bodies are equal in magnitude and opposite in direction.

  • 2D force resolution: A force F\mathbf{F} with magnitude FF at an angle θ\theta can be broken into Cartesian components: ,F<em>x=Fcosθ, F<em>x = F\cos\theta and ,F</em>y=Fsinθ, F</em>y = F\sin\theta.

  • For concurrent force systems (multiple forces at one point), the resultant force ,F<em>R, \mathbf{F}<em>R is found by vectorially summing their respective components: ,F</em>R,x=ΣF<em>x, F</em>{R,x} = \Sigma F<em>{x} and ,F</em>R,y=ΣFy, F</em>{R,y} = \Sigma F*{y}.

Axis Transformation
  • Forces can be transformed into a rotated coordinate frame (e.g., x' along a structural member AB, y' perpendicular).

  • This transformation uses unit vectors (e.g., ,u^<em>AB=5/13,12/13, \hat{u}<em>{AB} = \langle 5/13, 12/13 \rangle) and dot products to project the force onto the new axes: ,F=Fu^AB, F{||} = \mathbf{F} \cdot \hat{u}{AB} and ,F</em>=Fu^AB, F</em>{\perp} = \mathbf{F} \cdot \hat{u}*{AB^{\perp}}.

  • Alternatively, if the angle ,ϕ, \phi between the force and the new x'-axis is known, components are ,F<em>x=Fsinϕ, F<em>{x'} = F\sin\phi and ,F</em>y=Fcosϕ, F</em>{y'} = F\cos\phi.

Problem-Solving Approach
  • Always strategize before calculations, considering the underlying geometry and physics.

  • Pay close attention to signs for vector components.

  • Document all derivation steps clearly to ensure understanding and facilitate debugging.

Key Formulas
  • Distance from origin to a line: ,d=r<em>OB×r</em>ABrAB, d = \frac{|\mathbf{r}<em>{OB} \times \mathbf{r}</em>{AB}|}{|\mathbf{r}_ {AB}|}.

  • 2D force components: ,F<em>x=Fcosθ,F</em>y=Fsinθ, F<em>x = F\cos\theta, F</em>y = F\sin\theta.

  • Resultant concurrent forces: ,F<em>R,x=ΣF</em>x, F<em>{R,x} = \Sigma F</em>{x} and ,F<em>R,y=ΣF</em>y, F<em>{R,y} = \Sigma F</em>{y}.

  • Force components in rotated frame: ,F<em>=Fu^AB, F<em>{||} = \mathbf{F} \cdot \hat{u}{AB} and ,F=Fu^</em>AB, F{\perp} = \mathbf{F} \cdot \hat{u}</em>{AB^{\perp}} or ,F<em>x=Fsinϕ,F</em>y=Fcosϕ, F<em>{x'} = F\sin\phi, F</em>{y'} = F\cos\phi

This note covers fundamental vector operations and force analysis in statics.

Vector Operations for Geometric Quantities
  • Position vectors, like r<em>OB\mathbf{r}<em>{OB} and r</em>AB\mathbf{r}</em>{AB}, are used to describe lines and points.

  • The cross product r<em>OB×r</em>AB\mathbf{r}<em>{OB} \times \mathbf{r}</em>{AB} yields a vector perpendicular to the plane containing r<em>OB\mathbf{r}<em>{OB} and r</em>AB\mathbf{r}</em>{AB}. Its magnitude, ,r<em>OBr</em>ABsinθ,|\mathbf{r}<em>{OB}\,|\mathbf{r}</em>{AB}\,\sin\theta, represents the area of the parallelogram formed by the two vectors.

  • This cross product is crucial for calculating the perpendicular distance from the origin to a line: ,d=r<em>OB×r</em>ABrAB, d = \frac{ |\mathbf{r}<em>{OB} \times \mathbf{r}</em>{AB}| }{ |\mathbf{r}*{AB}| } (e.g., 565/61\sqrt{565/61} from given components).

Forces: Classification, Resolution, and Resultants
  • Forces are categorized as contact forces (e.g., concentrated or distributed at a point of contact) or body forces (e.g., gravity, distributed throughout a volume).

  • Newton's Third Law (action-reaction) states that forces between interacting bodies are equal in magnitude and opposite in direction.

  • 2D force resolution: A force F\mathbf{F} with magnitude FF at an angle θ\theta can be broken into Cartesian components: ,F<em>x=Fcosθ, F<em>x = F\cos\theta and ,F</em>y=Fsinθ, F</em>y = F\sin\theta.

  • For concurrent force systems (multiple forces at one point), the resultant force ,F<em>R, \mathbf{F}<em>R is found by vectorially summing their respective components: ,F</em>R,x=ΣF<em>x, F</em>{R,x} = \Sigma F<em>{x} and ,F</em>R,y=ΣFy, F</em>{R,y} = \Sigma F*{y}.

Axis Transformation
  • Forces can be transformed into a rotated coordinate frame (e.g., x' along a structural member AB, y' perpendicular).

  • This transformation uses unit vectors (e.g., ,u^<em>AB=5/13,12/13, \hat{u}<em>{AB} = \langle 5/13, 12/13 \rangle) and dot products to project the force onto the new axes: ,F=Fu^AB, F{||} = \mathbf{F} \cdot \hat{u}{AB} and ,F</em>=Fu^AB, F</em>{\perp} = \mathbf{F} \cdot \hat{u}*{AB^{\perp}}.

  • Alternatively, if the angle ,ϕ, \phi between the force and the new x'-axis is known, components are ,F<em>x=Fsinϕ, F<em>{x'} = F\sin\phi and ,F</em>y=Fcosϕ, F</em>{y'} = F\cos\phi.

Problem-Solving Approach
  • Always strategize before calculations, considering the underlying geometry and physics.

  • Pay close attention to signs for vector components.

  • Document all derivation steps clearly to ensure understanding and facilitate debugging.

Key Formulas
  • Distance from origin to a line: ,d=r<em>OB×r</em>ABrAB, d = \frac{|\mathbf{r}<em>{OB} \times \mathbf{r}</em>{AB}|}{|\mathbf{r}_ {AB}|}.

  • 2D force components: ,F<em>x=Fcosθ,F</em>y=Fsinθ, F<em>x = F\cos\theta, F</em>y = F\sin\theta.

  • Resultant concurrent forces: ,F<em>R,x=ΣF</em>x, F<em>{R,x} = \Sigma F</em>{x} and ,F<em>R,y=ΣF</em>y, F<em>{R,y} = \Sigma F</em>{y}.

  • Force components in rotated frame: ,F<em>=Fu^AB, F<em>{||} = \mathbf{F} \cdot \hat{u}{AB} and ,F=Fu^</em>AB, F{\perp} = \mathbf{F} \cdot \hat{u}</em>{AB^{\perp}} or ,F<em>x=Fsinϕ,F</em>y=Fcosϕ, F<em>{x'} = F\sin\phi, F</em>{y'} = F\cos\phi