Two wires run from the top of a pole 2.6 m tall that supports a volleyball net. The two wires are anchored to the ground 2.0 m apart, and each is 2.0 m from the pole (Fig. 12–70). The tension in each wire is 125 N. What is the tension in the net, assumed horizontal and attached at the top of the pole?
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15. Rotational Equilibrium
Equilibrium with Multiple Supports
Problem 55b
Textbook Question
A heavy load M g = 62.0 kN hangs at point E of the single cantilever truss shown in Fig. 12–81. Determine the force in each member of the truss. Neglect the weight of the trusses, which is small compared to the load.


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Step 1: Begin by analyzing the truss structure and identifying the forces acting on it. The load Mg = 62.0 kN is applied vertically downward at point E. The truss is supported at point A (a pin support) and by a cable at point B. The truss members are connected at joints, and the geometry of the truss is given with 3.0 m lengths for each segment.
Step 2: Apply the equilibrium conditions to the entire truss. These include: (1) ΣFx = 0 (sum of horizontal forces), (2) ΣFy = 0 (sum of vertical forces), and (3) ΣM = 0 (sum of moments about any point). Start by calculating the reaction forces at the supports (point A and the cable at B) using the moment equilibrium equation about point A.
Step 3: After determining the reaction forces, proceed to analyze each joint of the truss using the method of joints. At each joint, apply ΣFx = 0 and ΣFy = 0 to solve for the forces in the connected members. Begin with joint E, where the external load is applied, and work systematically through the truss.
Step 4: Use trigonometry to resolve forces in inclined members. For example, members DE and CE are inclined, and their force components can be resolved into horizontal and vertical directions using the geometry of the truss (angles can be determined from the 3.0 m dimensions). Use relationships like sin(θ) = opposite/hypotenuse and cos(θ) = adjacent/hypotenuse.
Step 5: Continue solving for the forces in each member systematically, ensuring that equilibrium conditions are satisfied at each joint. Once all forces are determined, check your results for consistency by verifying that the entire truss satisfies the equilibrium conditions (ΣFx = 0, ΣFy = 0, ΣM = 0).
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Key Concepts
Here are the essential concepts you must grasp in order to answer the question correctly.
Static Equilibrium
Static equilibrium occurs when an object is at rest and the sum of all forces and moments acting on it is zero. In the context of the cantilever truss, this means that the vertical and horizontal forces, as well as the moments about any point, must balance out. Understanding this concept is crucial for analyzing the forces in each member of the truss.
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Truss Analysis
Truss analysis involves determining the forces in the individual members of a truss structure. This is typically done using methods such as the method of joints or the method of sections. Each member of the truss can be treated as a two-force member, where the forces at the joints must be in equilibrium, allowing for the calculation of internal forces based on external loads.
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Load Distribution
Load distribution refers to how forces are spread across a structure. In this case, the heavy load of 62.0 kN is applied at point E, and understanding how this load affects the truss members is essential for calculating the internal forces. The geometry of the truss and the location of the load influence how the forces are transmitted through the structure.
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