垂直応力

Normal stress is a resistive force developed across a material's cross-sectional area when subjected to axial loading. In a rod or bridge truss member, internal forces act perpendicular to the cross-sectional plane, creating normal stress. The SI unit is Newton per square meter. This stress represents the average value distributed over the entire cross-section rather than at a single point.

Average normal stress is calculated by dividing the magnitude of the resultant internal forces by the cross-sectional area. This value represents the average stress distributed uniformly across the section. However, the actual stress at any given point may differ from this average, particularly near load application points where stress variation can be significant in slender rods.

Centric loading occurs when the line of action of applied loads passes through the centroid of the cross-section. Under equilibrium conditions, this alignment produces uniform stress distribution across the section, except near the point of load application. The internal forces equal the applied force, enabling symmetric and uniform stress distribution throughout the member.

Eccentric loading occurs when forces are applied away from the centroid, creating an additional moment. This moment causes non-uniform and asymmetric stress distribution across the cross-section. The resulting stress distribution becomes statically indeterminate and depends on the specific mode of load application, making it impossible to predict uniform stress patterns.

Near the load application point, stress concentration occurs due to localized force transfer into the material. Although equilibrium conditions suggest uniform distribution in axially loaded members, this uniformity breaks down at the load entry region. Stress variation is especially significant in slender rods, where the actual stress at specific points deviates substantially from the calculated average stress value.

Average stress is the total internal force divided by the cross-sectional area, providing an overall measure. Actual stress at a specific point varies across the section and may differ significantly from this average. Understanding this distinction is critical because design decisions based solely on average stress may not account for localized high-stress regions that could cause material failure.

Bridge truss members experience normal stress when subjected to axial forces along their length. These members develop internal forces perpendicular to their cross-sectional planes, creating normal stress. Proper design requires understanding stress general loading conditions to ensure members can safely withstand applied loads and maintain structural integrity under various loading scenarios.