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1Fix the driver behind crashes, sound loss and screen glitches2Repair Windows errors before they cause bigger problems3Scan for outdated or missing drivers - takes under a minuteBridge members can experience axial tension, axial compression, shear, bending and torsion. These are internal actions within structural members—not the same thing as the external loads that produce them. A bridge’s own weight, traffic, wind, temperature changes and earthquakes are among the load sources; the resulting effects depend on the bridge, its supports and the particular load case.
Loads and member forces are different
A load is an external action on a bridge: for example, traffic moving across the deck or wind pushing on the structure. A member force is the structural response within a component as it carries those actions. One load can produce several kinds of member action, and the same load can affect different components in different ways.
To understand a force case, consider its source, direction, duration, location and the structural effects it may create. For example, wind may act across or along the bridge, while traffic moves over the deck. The resulting tension, compression, shear, bending or torsion depends on the bridge system and load case. FHWA design examples treat these effects separately, including moment, shear, torsion and axial force in a prestressed-concrete girder example (FHWA prestressed-concrete girder design example).
Common forces within bridge members
Tension
Tension pulls a member along its length. A suspension-bridge cable is a familiar example of a component that carries axial tension. That example does not mean a cable—or any other member—experiences only tension in every possible load case.
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Compression
Compression pushes along a member’s axis. It can occur in components such as supports or other load-carrying members, depending on the bridge’s form and how loads are transferred. Tension and compression describe axial actions; which one occurs in a particular member depends on the structure and loading.
Shear
Shear acts across a member’s cross-section, tending to make adjacent parts slide relative to one another. It is a distinct internal effect from axial force or bending. FHWA load-rating guidance includes a dedicated concrete-bridge shear guide and examples (FHWA Load Rating).
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Bending
Bending changes a member’s curvature. Engineers commonly describe its structural effect using bending moment. A girder carrying loads from the deck is one example of a member that may bend, although the amount and distribution depend on the span, supports, materials and load case.
Torsion
Torsion twists a member around its longitudinal axis. It differs from bending, which curves a member, and from shear, which acts across a section. A component may be subject to more than one of these effects at once.
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Common sources of bridge loading
| Load source | What it means | Possible structural effects |
|---|---|---|
| Dead load | The bridge’s own weight and permanent fixtures. | May contribute to axial force, shear, bending or torsion, depending on the component and structural arrangement. |
| Traffic | Vehicles moving over the bridge and changing position over time. | Creates changing load effects in the deck, girders, supports and other components. |
| Wind | Wind acting on the bridge; design cases may consider transverse, longitudinal and vertical directions. | Can affect the superstructure and supports, with effects determined by direction and structural system. |
| Temperature | Temperature changes that cause components to expand or contract. | May cause movement or restraint-related effects, depending on the bridge and its supports. |
| Earthquake | Ground motion acting on the bridge system. | Produces a seismic load case whose effects depend on the structure and site. |
| Site-specific actions | Water, ice and frictional effects where relevant to the location and bridge. | Must be considered when applicable; the effects are site- and component-dependent. |
Florida Department of Transportation bridge-maintenance course material identifies traffic, wind, seismic activity and ice among possible sources of forces, and describes dead load as the bridge’s own weight. FHWA’s steel-girder design example also considers wind, earthquake and temperature; its directional cases and calculations apply to that worked example, not universally to all bridges (FHWA LRFD Steel Girder SuperStructure Design Example).
Why the forces differ from one bridge to another
The controlling effects depend on the bridge’s form, span, materials, support conditions, site and the design or evaluation rules that apply. Direction matters too: FHWA’s steel-girder example considers wind in transverse, longitudinal and vertical directions, illustrating why a single undifferentiated “wind force” is not enough to describe a design case.
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Effects also vary by component. A deck, girder, cable, pier, bearing and foundation do not necessarily carry the same combination of actions. A load that creates bending in one component may be transferred through other members as shear or axial force. No force type is universally the most important; the governing case is specific to the bridge and site.
Independent reader supportYour contribution helps us test, update, and keep practical guides available for everyone.When a real bridge needs an engineering assessment
This overview identifies force types, not design magnitudes or a safety verdict. A real bridge’s demands require project-specific analysis under the applicable standards and assumptions. FHWA’s seismic guidance index lists a bridge seismic reference manual dated October 2014 and was updated December 16, 2025; that information is a resource pointer, not a substitute for verifying the current governing requirements for a project (FHWA seismic guidance). Assessment of an actual bridge should be carried out by a qualified engineer using the relevant bridge data and standards.
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