🧱Structural Analysis Unit 3 – Truss Analysis

Truss analysis is a crucial skill in structural engineering, focusing on structures made of interconnected members. This unit covers the basics of trusses, including types, assumptions, and analysis methods like the Method of Joints and Method of Sections. Understanding trusses is essential for designing efficient and stable structures in various applications. From bridges and roofs to aircraft and space stations, trusses provide strength and stability while minimizing weight, making them indispensable in modern construction and engineering.

Key Concepts and Definitions

  • Trusses consist of straight members connected at joints, forming a stable geometric configuration
  • Members are connected by frictionless pins, allowing rotation but preventing translation
  • Loads and reactions are applied only at the joints
  • Trusses are designed to carry loads primarily through axial forces (tension or compression) in the members
    • Axial forces act along the longitudinal axis of the member
    • Tension forces tend to elongate the member
    • Compression forces tend to shorten the member
  • Trusses are assumed to be statically determinate, meaning the unknown forces can be determined using equilibrium equations alone
  • The term "truss" is derived from the Old French word "trousse," which means "collection of things bound together"

Types of Trusses

  • Planar trusses have all members and loads lying in a single plane (2D)
    • Common planar trusses include Warren, Pratt, Howe, and Bailey trusses
  • Space trusses have members and loads in three dimensions (3D)
    • Examples of space trusses include tetrahedral and octahedral configurations
  • Simple trusses are supported by pinned joints at one end and roller supports at the other end
  • Compound trusses are formed by connecting two or more simple trusses
  • Bridge trusses are designed to carry loads across spans (rivers, valleys, or roadways)
    • Examples include through trusses, deck trusses, and arch trusses
  • Roof trusses are used to support roofs and transfer loads to the walls or columns
    • Common roof truss configurations include King Post, Queen Post, and Fink trusses

Assumptions in Truss Analysis

  • Trusses are composed of straight members connected at their ends by frictionless pins
  • Loads and reactions act only at the joints, not along the length of the members
  • Members are connected in a way that allows rotation but prevents translation at the joints
  • All members are two-force members, meaning they have forces acting only at their ends
  • The weight of the members is negligible compared to the applied loads
  • Axial forces (tension or compression) are constant along the length of each member
  • Trusses are assumed to be statically determinate for analysis purposes
  • Deformations in the truss are small enough to not significantly affect the geometry or force distribution

Method of Joints

  • The Method of Joints is used to determine the forces in truss members by considering the equilibrium of each joint
  • Begin by drawing a free-body diagram of the entire truss, showing all external loads and reactions
  • Identify a joint with at least one known force and two unknown member forces
    • Start at a joint with the most known forces or simplest geometry
  • Draw a free-body diagram of the joint, showing all forces acting on it
  • Apply the equations of equilibrium (ΣFx = 0 and ΣFy = 0) to solve for the unknown member forces
    • Use trigonometry to determine the components of the member forces in the x and y directions
  • Repeat the process for the next joint, using the previously calculated member forces as known values
  • Continue until all member forces have been determined

Method of Sections

  • The Method of Sections is used to determine the force in a specific member without analyzing the entire truss
  • Begin by drawing a free-body diagram of the entire truss, showing all external loads and reactions
  • Imagine cutting the truss into two sections, with the desired member being one of the cut members
  • Choose the section that has fewer unknown forces for analysis
  • Draw a free-body diagram of the chosen section, showing all external loads, reactions, and member forces at the cut
    • Indicate the assumed directions of the unknown member forces (tension or compression)
  • Apply the equations of equilibrium (ΣFx = 0, ΣFy = 0, and ΣM = 0) to solve for the desired member force
    • Use a moment equation to solve for the force in the desired member directly
  • Repeat the process for any other members of interest

Zero-Force Members

  • Zero-force members are truss members that do not carry any load under a given loading condition
  • Identifying zero-force members can simplify the analysis by reducing the number of unknown forces
  • Two-force members connected to the truss at only one joint are always zero-force members
  • Members that connect two joints with no external loads or reactions are zero-force members
  • In a symmetric truss with symmetric loading, members that are symmetric about the center are zero-force members
  • Removing a zero-force member from the truss does not affect the forces in the remaining members
    • However, removing a zero-force member may affect the stability of the truss

Stability and Determinacy

  • Stability refers to a truss's ability to maintain its shape and support loads without collapsing
  • Determinacy refers to the ability to determine all member forces using the equations of equilibrium alone
  • Stable and determinate trusses have a unique solution for member forces under a given loading condition
  • Unstable trusses have insufficient members or support conditions to maintain equilibrium
    • Unstable trusses may collapse or have infinitely many solutions for member forces
  • Indeterminate trusses have more unknown forces than available equilibrium equations
    • Indeterminate trusses require additional compatibility equations or methods (like the force method) for analysis
  • The determinacy of a truss can be assessed using the equation: m + r = 2j, where m is the number of members, r is the number of reaction components, and j is the number of joints
    • If m + r < 2j, the truss is unstable
    • If m + r > 2j, the truss is indeterminate
    • If m + r = 2j, the truss is stable and determinate

Real-World Applications

  • Bridges: Trusses are widely used in bridge construction to span large distances and support heavy loads (vehicular traffic, trains, or pedestrians)
    • Examples include the Golden Gate Bridge (San Francisco), Sydney Harbour Bridge (Australia), and Quebec Bridge (Canada)
  • Roofs: Trusses are used to support roofs in residential, commercial, and industrial buildings
    • Roof trusses allow for large open spaces beneath, such as in auditoriums, gymnasiums, and warehouses
  • Cranes and towers: Trusses are used in the construction of cranes and towers to provide strength and stability
    • Examples include tower cranes used in construction sites and communication towers
  • Aircraft: Trusses are used in aircraft structures, particularly in wings and fuselages, to provide lightweight and strong support
    • The Wright brothers' first successful airplane, the Wright Flyer, used a truss structure for its wings
  • Space structures: Trusses are used in the construction of space structures, such as the International Space Station (ISS), to provide a rigid and lightweight framework
    • The ISS's main truss structure spans over 100 meters and supports solar arrays, radiators, and other essential components


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© 2024 Fiveable Inc. All rights reserved.
AP® and SAT® are trademarks registered by the College Board, which is not affiliated with, and does not endorse this website.