After an unfortunate accident occurred at a local warehouse, you were contracted to determine the cause. A jib crane collapsed and injured a worker. An image of this type of crane is shown in the figure.The horizontal steel beam had a mass of h 88.50 kg per meter of length, and the tension in the cable was T = 1.230 × 10ª N. The crane was rated for a maximum load of 500 kg. If d = 5.290 m, s = 0.558 m, x = 1.550 m, and h = 1.890 m, what was the magnitude of W1 (the load on the crane) before the collapse? The acceleration due to gravity is g = 9.810 m/s². WL = N What was the magnitude of force F, at the attachment point P? Fp = N

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WL is not 3580, and Fp is not 12000

**Jib Crane Collapse Analysis**

After an unfortunate accident occurred at a local warehouse, you were contracted to determine the cause. A jib crane collapsed and injured a worker. An image of this type of crane is shown in the figure.

The horizontal steel beam had a mass of 88.50 kg per meter of length, and the tension in the cable was \( T = 1.230 \times 10^4 \, \text{N} \). The crane was rated for a maximum load of 500 kg. If \( d = 5.290 \, \text{m}, s = 0.558 \, \text{m}, x = 1.550 \, \text{m}, \) and \( h = 1.890 \, \text{m}, \) what was the magnitude of \( W_L \) (the load on the crane) before the collapse? The acceleration due to gravity is \( g = 9.810 \, \text{m/s}^2 \).

\[ W_L = \, \boxed{} \, \text{N} \]

**Diagram Explanation:**

The diagram depicts a jib crane with the following labeled components:
- A horizontal steel beam of length \( d \).
- A cable tension \( T \) applied at an angle \( \theta \).
- A point \( P \) where the force attachment occurs.
- A load \( W_L \) suspended at a distance \( x \) from the point where the beam attaches to a vertical structure.
- The vertical structure has a height \( h \).
- The distance \( s \) indicates where the cable is anchored beyond the end of the beam.

**Further Calculation:**

What was the magnitude of force \( F_p \) at the attachment point \( P \)?

\[ F_p = \, \boxed{} \, \text{N} \]
Transcribed Image Text:**Jib Crane Collapse Analysis** After an unfortunate accident occurred at a local warehouse, you were contracted to determine the cause. A jib crane collapsed and injured a worker. An image of this type of crane is shown in the figure. The horizontal steel beam had a mass of 88.50 kg per meter of length, and the tension in the cable was \( T = 1.230 \times 10^4 \, \text{N} \). The crane was rated for a maximum load of 500 kg. If \( d = 5.290 \, \text{m}, s = 0.558 \, \text{m}, x = 1.550 \, \text{m}, \) and \( h = 1.890 \, \text{m}, \) what was the magnitude of \( W_L \) (the load on the crane) before the collapse? The acceleration due to gravity is \( g = 9.810 \, \text{m/s}^2 \). \[ W_L = \, \boxed{} \, \text{N} \] **Diagram Explanation:** The diagram depicts a jib crane with the following labeled components: - A horizontal steel beam of length \( d \). - A cable tension \( T \) applied at an angle \( \theta \). - A point \( P \) where the force attachment occurs. - A load \( W_L \) suspended at a distance \( x \) from the point where the beam attaches to a vertical structure. - The vertical structure has a height \( h \). - The distance \( s \) indicates where the cable is anchored beyond the end of the beam. **Further Calculation:** What was the magnitude of force \( F_p \) at the attachment point \( P \)? \[ F_p = \, \boxed{} \, \text{N} \]
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