Elastic Section Modulus of an Unequal I Beam formulas |
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\( S_{x} \;=\; \dfrac{ I_x }{ C_y} \) \( S_{y} \;=\; \dfrac{ I_y }{ C_x} \) |
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| Symbol | English | Metric |
| \( S \) = elastic section modulus | \( in^3 \) | \( mm^3 \) |
| \( C \) = distance from centroid | \( in \) | \( mm \) |
| \( I \) = moment of inertia | \( in^4 \) | \( mm^4 \) |
