Table 3.

Section properties of the SY6 beam shown in Figure 18 

Self-weight, w: N/mm (calculated using density of 25 kN/m3)17·7
Height of centroid, yc: mm825
Cross-section area, A: mm2706 × 109
Strong-axis moment of inertia, Ix: mm42·71 × 1011
Weak-axis moment of inertia, Iy: mm41·40 × 1010

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