Plastic Section Modulus Formula |
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| \( Z \;=\; \sum ( A_i \cdot y_i )\) | ||
| Symbol | English | Metric |
| \( Z \) = Plastic Section Modulus | \(in^3\) | \(mm^3\) |
| \( A_i \) = Area of each Portion of a Cross-section (Above or Below the Plastic Neutral Axis) | \(in^2\) | \(mm^2\) |
| \( y_i \) = Perpendicular Distance from the Centeroid of each Area Portion to the Plastic Neutral Axis | \(in\) | \(mm\) |
Plastic section modulus, abbreviated as , is a geometric property of a structural section, such as a beam or column, that quantifies its capacity to resist bending stresses when the material reaches its plastic state. Unlike the elastic section modulus, which assumes the material remains within its elastic limit and stress is proportional to strain, the plastic section modulus accounts for the full plastic yielding of the cross-section.
It is defined as the sum of the first moments of the area of the cross-section about the neutral axis, calculated separately for the areas above and below the axis, assuming the section is fully plasticized (i.e., the entire cross-section has reached its yield strength). It is particularly important in plastic design methods, where structures are analyzed based on their ability to form plastic hinges and redistribute loads, allowing for more efficient use of material compared to elastic design. For common shapes like rectangles, I-beams, or channels, the plastic section modulus can be calculated using standardized formulas based on the geometry of the cross-section.
