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 ?=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 .
College Physics
11th Edition
ISBN:9781305952300
Author:Raymond A. Serway, Chris Vuille
Publisher:Raymond A. Serway, Chris Vuille
Chapter1: Units, Trigonometry. And Vectors
Section: Chapter Questions
Problem 1CQ: Estimate the order of magnitude of the length, in meters, of each of the following; (a) a mouse, (b)...
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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{](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff90e9f76-a8ee-4e86-857e-4cb9f0bb2381%2F0104a58a-70a2-4da1-99c0-ffa14ab85e4d%2Fgk4kw3f_processed.png&w=3840&q=75)
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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