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Questions and Answers
What is the role of reaction forces in a structure?
What is the role of reaction forces in a structure?
What characterizes internal forces within a structure?
What characterizes internal forces within a structure?
Why do internal forces not appear in the equations of equilibrium for the entire structure?
Why do internal forces not appear in the equations of equilibrium for the entire structure?
How do supports affect a structure?
How do supports affect a structure?
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What types of reactions do supports provide?
What types of reactions do supports provide?
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Which statement is true regarding the types of supports for plane structures?
Which statement is true regarding the types of supports for plane structures?
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What determines the reaction force a support exerts on a structure?
What determines the reaction force a support exerts on a structure?
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What do the equations of equilibrium primarily analyze?
What do the equations of equilibrium primarily analyze?
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What characterizes an internally stable structure?
What characterizes an internally stable structure?
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Which condition must be satisfied for a plane internally stable structure to be in equilibrium?
Which condition must be satisfied for a plane internally stable structure to be in equilibrium?
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What does it mean for a structure to be termed internally unstable?
What does it mean for a structure to be termed internally unstable?
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How do physical bodies generally respond to loads?
How do physical bodies generally respond to loads?
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What is the main difference between a rigid and a nonrigid structure?
What is the main difference between a rigid and a nonrigid structure?
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Which statement accurately describes an externally statically determinate structure?
Which statement accurately describes an externally statically determinate structure?
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What is the primary characteristic of an internally unstable structure when not supported?
What is the primary characteristic of an internally unstable structure when not supported?
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When discussing the resistance of structures to changes in shape, which option is correct?
When discussing the resistance of structures to changes in shape, which option is correct?
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What is the condition for a plane structure to be considered statically determinate externally?
What is the condition for a plane structure to be considered statically determinate externally?
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What happens to a structure that has more than three reactions?
What happens to a structure that has more than three reactions?
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How is the degree of external indeterminacy defined?
How is the degree of external indeterminacy defined?
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What are the additional equations needed to solve for unknown reactions in statically indeterminate structures called?
What are the additional equations needed to solve for unknown reactions in statically indeterminate structures called?
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What is referred to as the external redundants in a structure?
What is referred to as the external redundants in a structure?
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If a structure is supported by fewer than three reactions, what is the implication?
If a structure is supported by fewer than three reactions, what is the implication?
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What is the role of internal hinges and rollers in a structure?
What is the role of internal hinges and rollers in a structure?
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Which of these statements about static indeterminacy is true?
Which of these statements about static indeterminacy is true?
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What must be true for a structure to be in equilibrium under a concurrent force system?
What must be true for a structure to be in equilibrium under a concurrent force system?
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Which of the following equations represents the equilibrium conditions for a three-dimensional force system?
Which of the following equations represents the equilibrium conditions for a three-dimensional force system?
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What is the equation used to verify equilibrium in the vertical direction at support A?
What is the equation used to verify equilibrium in the vertical direction at support A?
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For static determinacy, what must the relationship $r + fi = 3nr$ satisfy?
For static determinacy, what must the relationship $r + fi = 3nr$ satisfy?
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For a structure in equilibrium under two forces, which condition must be satisfied?
For a structure in equilibrium under two forces, which condition must be satisfied?
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What is the calculated value of $R_A$ after solving the equations of equilibrium?
What is the calculated value of $R_A$ after solving the equations of equilibrium?
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What is the primary difference between external and internal forces acting on a structure?
What is the primary difference between external and internal forces acting on a structure?
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When analyzing a plane structure under a concurrent coplanar force system, which equilibrium equations are applied?
When analyzing a plane structure under a concurrent coplanar force system, which equilibrium equations are applied?
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What does the abbreviation 'FBD' stand for in structural analysis?
What does the abbreviation 'FBD' stand for in structural analysis?
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What is the calculated value of $B_y$ at the supports in Example 2?
What is the calculated value of $B_y$ at the supports in Example 2?
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For a structure experiencing three concurrent forces, which of the following statements is correct?
For a structure experiencing three concurrent forces, which of the following statements is correct?
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How can applied forces in a structure be characterized in terms of their effect?
How can applied forces in a structure be characterized in terms of their effect?
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Which equation indicates the rotational equilibrium about point B?
Which equation indicates the rotational equilibrium about point B?
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What does the equation $ ext{F}_x + R_A - 12k imes cos 60° = 0$ represent?
What does the equation $ ext{F}_x + R_A - 12k imes cos 60° = 0$ represent?
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Which of the following is NOT true regarding two-force and three-force structures?
Which of the following is NOT true regarding two-force and three-force structures?
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What value of $B_x$ is found at the supports in Example 2?
What value of $B_x$ is found at the supports in Example 2?
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What is a characteristic of a beam supported by three non-parallel reactions at point A?
What is a characteristic of a beam supported by three non-parallel reactions at point A?
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How is the degree of external indeterminacy calculated?
How is the degree of external indeterminacy calculated?
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If a structure is statically indeterminate to the second degree, what does this indicate about its degree of external indeterminacy?
If a structure is statically indeterminate to the second degree, what does this indicate about its degree of external indeterminacy?
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What is the conclusion when calculating $i_e = 4 + 1 - 3(1)$?
What is the conclusion when calculating $i_e = 4 + 1 - 3(1)$?
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What is the result when $i_e = 3 + 6 - 3(3)$ is calculated?
What is the result when $i_e = 3 + 6 - 3(3)$ is calculated?
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What implication does an external indeterminacy value of $-1$ have for a structure?
What implication does an external indeterminacy value of $-1$ have for a structure?
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In which scenario would a structure be classified as statically stable?
In which scenario would a structure be classified as statically stable?
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What could result from having too many supports with more reactions than necessary in a structure?
What could result from having too many supports with more reactions than necessary in a structure?
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Which equation accurately describes the relation of supports and reactions for a beam's stability?
Which equation accurately describes the relation of supports and reactions for a beam's stability?
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Study Notes
Course Information
- Course Title: CIV 2109: Statics & Introduction to Structures
- Lecture Number: 5
- Topic: Equilibrium & Support Reactions
Equilibrium of Structures
- For a structure to be in equilibrium, all the forces and couples (including support reactions) acting on it must balance each other. There must be no resultant force or resultant couple acting on the structure.
- For a three-dimensional structure under three-dimensional forces and couples, the equilibrium equations are: ΣFx = 0, ΣFy = 0, ΣFz = 0, ΣMx = 0, ΣMy = 0, ΣMz = 0.
- For a plane structure (in the xy plane) under coplanar forces and couples, the equilibrium conditions are: ΣFx = 0, ΣFy = 0, ΣMz = 0.
- The first two equations ensure there's no resultant force acting on the structure. The last equation ensures there's no resultant moment acting on the structure.
- All equilibrium equations must be satisfied simultaneously for the structure to be in equilibrium.
Concurrent Force Systems
- If the lines of action of forces intersect at a single point, the structure is under concurrent forces. In this case, only force equilibrium equations need to be considered. Then, ΣFx = 0 and ΣFy = 0 must be satisfied.
- For a space structure, the equations of equilibrium under concurrent three-dimensional force system are ΣFx = 0, ΣFy = 0, and ΣFz = 0.
- A plane structure that is subjected to a concurrent coplanar force system satisfies ΣFx = 0, and ΣFy = 0.
Two-Force and Three-Force Structures
- A structure under two forces must have the forces be equal, opposite, and collinear.
- A structure under three forces must either be concurrent or parallel.
External and Internal Forces
- External forces: Forces and couples exerted on a structure by other bodies.
- Applied forces: Forces that tend to move a structure. Often called loads. e.g., live loads and wind loads.
- Reaction forces: Forces exerted by supports on a structure to prevent it from moving.
- Internal forces: Forces and couples exerted on one part of a structure by another part of the same structure. These forces hold the various portions of the structure together. Internal forces always occur in equal but opposite pairs.
Support Reactions
- Supports are used to attach structures to the ground or other bodies and restrict their movements.
- The type of reaction a support exerts depends on the type of supporting device and the type of movement it prevents. Common types include Roller, Rocker, and Link.
- Hinge and Fixed supports may exert force and moment.
Static Determinacy, Indeterminacy & Stability
- A structure is considered internally stable, or rigid, if it maintains its shape when detached from the supports.
- A statically determinate structure externally is one where the number of reactions can be calculated from the equilibrium equations (r + f = 3n).
- A statically indeterminate structure externally is one where the number of reactions exceed those necessary for equilibrium, and additional equations are needed for calculating unknown reactions.
Examples (Support Reactions)
- Several examples of support reaction calculations are shown, demonstrating the processes for solving for support reactions under a system of forces on a structure. The examples provided demonstrate statically determinate structures.
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Description
Explore the principles of equilibrium and support reactions in structures through this quiz. Understand the requirements for a structure to maintain equilibrium and learn the relevant equations for both three-dimensional and plane structures. Test your knowledge on concurrent force systems and their implications in statics.