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The bending moment acting on the W360 x 262 section is 460 kN m. Find the maximum bending stress in (a) the flanges; and

The bending moment acting on the W360 x 262 section is 460 kN m. Find the maximum bending stress in (a) the flanges; and (b) the web. See Appendix B-2 for properties of the section. Flange W 360 x 262 Web 33.3 mm C 398 mm FIG. P5.3 387 mm 21.1 mm

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