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express each force in cartesian vector form. diagram: f₁=5 kn, f₂=2 kn,…

Question

express each force in cartesian vector form. diagram: f₁=5 kn, f₂=2 kn, angles 60°, 45°, x, y, z axes. multiple - choice options: f₁=(2.17i + 3.75j + 4.33k) kn, f₂ = -2j kn; f₁=(4.33i + 3.75j + 2.17k) kn, f₂ = -2j kn; f₁=(2.50i + 3.54j + 2.50k) kn, f₂ = -2j kn; f₁=(4.33i + 3.54j + 4.33k) kn, f₂ = -2j kn

Explanation:

Step1: Analyze \( \mathbf{F_1} \) components

First, find the magnitude of \( \mathbf{F_1} \) in the \( xy \)-plane. The angle with the \( y \)-axis is \( 45^\circ \), so the \( y \)-component in the \( xy \)-plane: \( F_{1,xy} \cos(45^\circ) \), \( x \)-component: \( F_{1,xy} \sin(45^\circ) \), where \( F_{1,xy} = F_1 \sin(60^\circ) \) (since \( F_1 \) makes \( 60^\circ \) with the \( z \)-axis, so the angle with \( xy \)-plane is \( 30^\circ \)? Wait, no: the angle between \( F_1 \) and \( z \)-axis is \( 60^\circ \), so the projection onto \( xy \)-plane is \( F_1 \sin(60^\circ) \), and the angle between this projection and \( y \)-axis is \( 45^\circ \). So:

  • \( F_{1x} = F_1 \sin(60^\circ) \sin(45^\circ) \)
  • \( F_{1y} = F_1 \sin(60^\circ) \cos(45^\circ) \)
  • \( F_{1z} = F_1 \cos(60^\circ) \)

Given \( F_1 = 5 \, \text{kN} \):

\( \sin(60^\circ) = \frac{\sqrt{3}}{2} \approx 0.8660 \), \( \cos(60^\circ) = 0.5 \), \( \sin(45^\circ) = \cos(45^\circ) = \frac{\sqrt{2}}{2} \approx 0.7071 \)

Step2: Calculate \( F_{1x} \)

\( F_{1x} = 5 \times 0.8660 \times 0.7071 \approx 5 \times 0.6124 \approx 3.062 \)? Wait, no, wait: maybe the angle with \( y \)-axis is \( 45^\circ \), and the angle with \( z \)-axis is \( 60^\circ \). Wait, maybe I mixed up. Let's re-express:

The force \( F_1 \) has:

  • Angle with \( z \)-axis: \( 60^\circ \), so the component along \( z \): \( F_{1z} = F_1 \cos(60^\circ) = 5 \times 0.5 = 2.5 \, \text{kN} \)
  • The projection onto \( xy \)-plane: \( F_{1,xy} = F_1 \sin(60^\circ) = 5 \times \frac{\sqrt{3}}{2} \approx 4.330 \, \text{kN} \)
  • Now, in the \( xy \)-plane, the angle with \( y \)-axis is \( 45^\circ \), so:
  • \( F_{1y} = F_{1,xy} \cos(45^\circ) = 4.330 \times \frac{\sqrt{2}}{2} \approx 4.330 \times 0.7071 \approx 3.061 \)? No, wait the options have \( 3.75 \) or \( 3.54 \). Wait, maybe the angle with \( x \)-axis? Wait, the diagram: the \( y \)-axis is vertical, \( x \) and \( z \) are horizontal. Wait, maybe the angle between \( F_1 \) and \( y \)-axis is \( 45^\circ \), and the angle between its projection on \( xz \)-plane? No, the diagram shows \( 60^\circ \) with \( z \)-axis and \( 45^\circ \) with \( y \)-axis? Wait, maybe I made a mistake. Let's check the options.

Wait, the options for \( F_1 \): let's compute each component:

Wait, maybe the angle with \( y \)-axis is \( 45^\circ \), so the angle between \( F_1 \) and \( y \)-axis is \( 45^\circ \), so the \( y \)-component is \( F_1 \cos(45^\circ) \), and the projection onto \( xz \)-plane is \( F_1 \sin(45^\circ) \). Then, the angle between this projection and \( z \)-axis is \( 60^\circ \), so:

  • \( F_{1z} = F_1 \sin(45^\circ) \cos(60^\circ) \)
  • \( F_{1x} = F_1 \sin(45^\circ) \sin(60^\circ) \)
  • \( F_{1y} = F_1 \cos(45^\circ) \)

Wait, let's try this:

\( F_1 = 5 \, \text{kN} \)

\( F_{1y} = 5 \cos(45^\circ) \approx 5 \times 0.7071 \approx 3.535 \approx 3.54 \, \text{kN} \)

\( F_{1, xz} = 5 \sin(45^\circ) \approx 3.535 \, \text{kN} \)

\( F_{1z} = 3.535 \cos(60^\circ) \approx 3.535 \times 0.5 = 1.7675 \)? No, that's not matching. Wait, the options have \( F_1 = (2.50\mathbf{i} + 3.54\mathbf{j} + 2.50\mathbf{k}) \, \text{kN} \). Let's check:

If \( F_{1z} = 2.5 \, \text{kN} \), then \( F_1 \cos(\theta_z) = 2.5 \), so \( \cos(\theta_z) = 2.5 / 5 = 0.5 \), so \( \theta_z = 60^\circ \), which matches. Then \( F_{1,xy} = 5 \sin(60^\circ) \approx 4.330 \, \text{kN} \). Now, if the angle between \( F_{1,xy} \) and \( y \)-axis is \( 45^\circ \), then:

\( F_{1y} = F_{1,xy} \cos(45^\circ) \approx 4.330 \times 0.7071 \approx 3.06 \), no. Wa…

Answer:

\( \mathbf{F_1} = (2.50\mathbf{i} + 3.54\mathbf{j} + 2.50\mathbf{k}) \, \text{kN} \), \( \mathbf{F_2} = -2\mathbf{j} \, \text{kN} \) (corresponding to the option \( \mathbf{F_1} = (2.50\mathbf{i} + 3.54\mathbf{j} + 2.50\mathbf{k}) \, \text{kN}, \mathbf{F_2} = -2\mathbf{j} \, \text{kN} \))