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Questions and Answers
What is a characteristic of a self-anchored suspension bridge?
What is a characteristic of a self-anchored suspension bridge?
Which design configuration resembles a harp in self-anchored bridges?
Which design configuration resembles a harp in self-anchored bridges?
What might occur due to uneven loading on cables in suspension bridges?
What might occur due to uneven loading on cables in suspension bridges?
What is one proposed method to stabilize a clothesline against wind loads?
What is one proposed method to stabilize a clothesline against wind loads?
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Which method is used to stabilize cable-stayed structures?
Which method is used to stabilize cable-stayed structures?
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What is a consequence of resonance in building materials?
What is a consequence of resonance in building materials?
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How do arches primarily function in structures?
How do arches primarily function in structures?
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What kind of loads may cause cables in structures to shift shape?
What kind of loads may cause cables in structures to shift shape?
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What is a potential destruction risk for a cable-stayed roof structure?
What is a potential destruction risk for a cable-stayed roof structure?
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Which of the following is NOT a method used for stabilizing cable-stayed structures?
Which of the following is NOT a method used for stabilizing cable-stayed structures?
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What is the primary characteristic of a funicular arch?
What is the primary characteristic of a funicular arch?
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If a load is distributed uniformly along the span of an arch, which shape does the arch resemble?
If a load is distributed uniformly along the span of an arch, which shape does the arch resemble?
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What happens to the shape of an arch if the loading conditions change?
What happens to the shape of an arch if the loading conditions change?
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Who studied the catenary forms of hanging chains in the 17th century?
Who studied the catenary forms of hanging chains in the 17th century?
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Which type of cable structure primarily spans between parallel supports and carries the deck directly?
Which type of cable structure primarily spans between parallel supports and carries the deck directly?
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What is the economic span range most suitable for a cable-stayed structure?
What is the economic span range most suitable for a cable-stayed structure?
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What is a well-known example of a single-curvature cable structure?
What is a well-known example of a single-curvature cable structure?
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Which type of structure is primarily subject to axial compression according to the principles discussed?
Which type of structure is primarily subject to axial compression according to the principles discussed?
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What is the recommended sag to span ratio for structures?
What is the recommended sag to span ratio for structures?
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What is the purpose of adding stabilizing cables in double-cable structures?
What is the purpose of adding stabilizing cables in double-cable structures?
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Which materials are commonly used for making structural cables?
Which materials are commonly used for making structural cables?
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Which of the following statements best describes catenary arches?
Which of the following statements best describes catenary arches?
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What forces must the anchorage system in cable-supported structures resist?
What forces must the anchorage system in cable-supported structures resist?
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What form does a hanging chain take when forces acting on it change?
What form does a hanging chain take when forces acting on it change?
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How do double-curvature structures differ from double-cable structures?
How do double-curvature structures differ from double-cable structures?
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Why do arches typically experience both compression and bending forces?
Why do arches typically experience both compression and bending forces?
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What is a significant characteristic of the materials used in cable structures?
What is a significant characteristic of the materials used in cable structures?
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What type of vertical support may be used in cable-supported structures?
What type of vertical support may be used in cable-supported structures?
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What is the common breaking stress for steel used in cable structures?
What is the common breaking stress for steel used in cable structures?
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What is the primary function of vertical supports in a cable-supported structure?
What is the primary function of vertical supports in a cable-supported structure?
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What type of loads can cables resist?
What type of loads can cables resist?
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Under what load condition do cables form a catenary shape?
Under what load condition do cables form a catenary shape?
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What is the primary structural design consideration influenced by the sag-to-span ratio in catenary cable structures?
What is the primary structural design consideration influenced by the sag-to-span ratio in catenary cable structures?
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What is the optimum sag-to-span ratio for a uniformly loaded parabolic cable?
What is the optimum sag-to-span ratio for a uniformly loaded parabolic cable?
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What does a catenary cable primarily depend upon?
What does a catenary cable primarily depend upon?
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What happens to cable forces as the sag-to-span ratio increases?
What happens to cable forces as the sag-to-span ratio increases?
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In which type of load does a cable under a point load form a polygon shape?
In which type of load does a cable under a point load form a polygon shape?
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What is a significant difference between a catenary and a parabolic cable under loading conditions?
What is a significant difference between a catenary and a parabolic cable under loading conditions?
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What is the relationship between cable diameter and cable length in cable structures?
What is the relationship between cable diameter and cable length in cable structures?
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Why is it simpler to utilize a parabola for analysis when the sag-to-span ratio exceeds 5?
Why is it simpler to utilize a parabola for analysis when the sag-to-span ratio exceeds 5?
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Study Notes
Catenary Cables and Arches
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Cables are efficient structural components, able to withstand high tensile forces with a small cross-section. They are a cost-effective way to span large distances.
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Cables can only withstand axial tensile forces, not compression or bending moments. They are flexible and their shape changes under various loads to maintain equilibrium.
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A single point load on a cable creates two straight lines meeting at the load application point.
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A uniformly distributed load on a cable results in a catenary or parabolic shape.
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The sag-to-span ratio of a catenary cable significantly affects cable forces. Higher ratios (generally above 5) lead to shapes nearly identical to parabolas.
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Cable forces are inversely proportional to sag.
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To decrease cable length, a larger cable diameter is needed, therefore, there is an impact on compressive forces in the supporting structure.
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The optimum sag-to-span ratio for uniformly loaded parabolic cables is 33%.
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Suspension cable structures, often involving a sag-to-span ratio between 1:8 and 1:10, are frequently used for building roofs.
Classification of Cable Structures
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Single-curvature: Parallel cables spanning between supports, often supporting decks directly in designs like the Dulles Airport Terminal, Akashi Kaikyo Bridge, and the Golden Gate Bridge.
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Double-cable: Stabilizing cables below the primary suspension cables are added to resist wind uplift forces, for instance, in Utica Memorial Auditorium.
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Double-curvature: Primary suspension cables sag between supports, and stabilizing cables run perpendicularly with opposite curvature, examples are the roof of Dorton Arena.
Materials
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Cable materials commonly include mild steel, high-strength steel, stainless steel, polypropylene, fiberglass, and carbon fiber.
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High tensile strength steel is frequently used for reliability and cost-effectiveness.
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Structural cables are a series of intertwined small strands.
Cable-Supported Structures
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Main components of a cable-supported structure include main cables, vertical supports (towers, masts, or piers), anchorages, and stabilizers.
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Vertical supports support cables and provide essential reactions.
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The horizontal thrust needs to be resisted via a suitable anchorage system. Earth-anchored systems attach the main cables to the ground; self-anchored cables attach to the deck edge of the bridge.
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Cable connections to the bridge deck can have various forms (fan, harp, star, etc.) but should resist changes in shape due to load shifts.
Resonance and Durability
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Materials and structures have natural vibration frequencies. External forces matching these frequencies can cause resonance, leading to destruction.
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Suspension bridges can be subject to destruction due to external forces such as wind.
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Stabilizers, pre-tension cables, or other countermeasures are employed to protect the structure against damage from vibrational resonance due to loads, wind, or other factors.
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Cable removal/replacement during the structure's life is a critical factor in maintenance.
Arches
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Arches are historically used to redirect forces into compression, enabling them to span openings.
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A "funicular arch" is the compressive equivalent of an inverted catenary cable.
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A uniformly distributed load results in a parabolic-shaped arch, whereas a uniformly distributed load creates a catenary arch.
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During load changes or if outside forces affect the arches, bending and compression are often involved simultaneously.
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Description
This quiz explores the principles of catenary cables and their behavior under various loads. Learn about the efficiency of cables in structural applications, the significance of sag-to-span ratios, and how these elements affect cable forces. Perfect for students in engineering and architecture.