A 2.0 m long uniform beam weighs 600.0 N and supports a 500.0 N load at one end as shown in Figure 1. The beam is hinged to a wall and is held at rest by a cable. (a) Calculate the tension in the cable. (b) Calculate the horizontal reaction force acting on the beam from the hinge. (c) Calculate the vertical reaction force acting on the beam from the hinge.
A 2.0 m long uniform beam weighs 600.0 N and supports a 500.0 N load at one end as shown in Figure 1. The beam is hinged to a wall and is held at rest by a cable. (a) Calculate the tension in the cable. (b) Calculate the horizontal reaction force acting on the beam from the hinge. (c) Calculate the vertical reaction force acting on the beam from the hinge.
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A 2.0 m long uniform beam weighs 600.0 N and supports a 500.0 N load at one end as shown in Figure 1. The beam is hinged to a wall and is held at rest by a cable.
(a) Calculate the tension in the cable.
(b) Calculate the horizontal reaction force acting on the beam from the hinge.
(c) Calculate the vertical reaction force acting on the beam from the hinge.
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