33.3 mm Flange W 360 x 262 C + 21.1 mm NA – 387 mm Web 398 mm FIG. P5.3 5.3 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.
33.3 mm Flange W 360 x 262 C + 21.1 mm NA – 387 mm Web 398 mm FIG. P5.3 5.3 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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