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 85.10 kg per meter of length, and the tension in the cable was ?=11910 N . The crane was rated for a maximum load of 500 kg . If ?=5.580 m , ?=0.558 m , ?=1.900 m , and ℎ=2.160 m , what was the magnitude of ?L (the load on the crane) before the collapse? The acceleration due to gravity is ?=9.810 m/s2 .

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Chapter1: Units, Trigonometry. And Vectors
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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 85.10 kg per meter of length, and the tension in the cable was ?=11910 N . The crane was rated for a maximum load of 500 kg . If ?=5.580 m , ?=0.558 m , ?=1.900 m , and ℎ=2.160 m , what was the magnitude of ?L (the load on the crane) before the collapse? The acceleration due to gravity is ?=9.810 m/s2 .

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 85.10 kg per meter of length, and the tension in the cable was \( T = 11910 \, \text{N} \). The crane was rated for a maximum load of 500 kg. If \( d = 5.580 \, \text{m}, \, s = 0.558 \, \text{m}, \, x = 1.900 \, \text{m}, \) and \( h = 2.160 \, \text{m}, \) what was the magnitude of \( W_L \) (the load on the crane) before the collapse? The acceleration due to gravity is \( g = 9.810 \, \text{m/s}^2 \).

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

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

\[ F_P = \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \text{N} \]

**Diagram Description:**

The diagram illustrates a horizontal steel beam supported by a vertical column. A cable runs from the top of the column to a pulley located at the end of the beam, holding a weight \( W_L \) at a distance \( x = 1.900 \, \text{m} \) from the column. The beam is connected to the column at point \( P \). The distance from the column to the pulley is \( d = 5.580 \, \text{m} \), the vertical height of the column is \( h = 2.160 \, \text{m}, \) and the horizontal extension beyond the pulley is \( s = 0.558 \, \text{
Transcribed Image Text: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 85.10 kg per meter of length, and the tension in the cable was \( T = 11910 \, \text{N} \). The crane was rated for a maximum load of 500 kg. If \( d = 5.580 \, \text{m}, \, s = 0.558 \, \text{m}, \, x = 1.900 \, \text{m}, \) and \( h = 2.160 \, \text{m}, \) what was the magnitude of \( W_L \) (the load on the crane) before the collapse? The acceleration due to gravity is \( g = 9.810 \, \text{m/s}^2 \). \[ W_L = \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \text{N} \] What was the magnitude of force \( F_P \) at the attachment point \( P \)? \[ F_P = \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \, \text{N} \] **Diagram Description:** The diagram illustrates a horizontal steel beam supported by a vertical column. A cable runs from the top of the column to a pulley located at the end of the beam, holding a weight \( W_L \) at a distance \( x = 1.900 \, \text{m} \) from the column. The beam is connected to the column at point \( P \). The distance from the column to the pulley is \( d = 5.580 \, \text{m} \), the vertical height of the column is \( h = 2.160 \, \text{m}, \) and the horizontal extension beyond the pulley is \( s = 0.558 \, \text{
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