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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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.

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