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Problems Unless directed otherwise, neglect the weight of the beam in the following problems. For standard structural shapes, use the properties tabulated in Appendix B. 2 in 5.1 A beam constructed from 2-in. by 8-in. boards has the cross section shown in the figure. If the maximum bending moment acting in the beam is M = 16000 Ib-ft. determine the maximum bending stress in (a) board 4; and (b) board B. 8 in 5.2 The magnitude of the bending moment acting on the circular cross section of a beam is M - 30000 lb-fR. Calculate the bending stresses at the following points on the cross section: (a) A; (b) B; and (c) D. 2 in -2 in 33.3 mm Flange W 360 x 262 FIG. PS.1 NA 387 mm 21.1 mm Web - 398 mm - FIG. PS.2 FIG. PS.3 5.3 The bending moment acting on the w 360 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.

Problems Unless directed otherwise, neglect the weight of the beam in the following problems. For standard structural shapes, use the properties tabulated in Appendix B. 2 in 5.1 A beam constructed from 2-in. by 8-in. boards has the cross section shown in the figure. If the maximum bending moment acting in the beam is M = 16000 Ib-ft. determine the maximum bending stress in (a) board 4; and (b) board B. 8 in 5.2 The magnitude of the bending moment acting on the circular cross section of a beam is M - 30000 lb-fR. Calculate the bending stresses at the following points on the cross section: (a) A; (b) B; and (c) D. 2 in -2 in 33.3 mm Flange W 360 x 262 FIG. PS.1 NA 387 mm 21.1 mm Web - 398 mm - FIG. PS.2 FIG. PS.3 5.3 The bending moment acting on the w 360 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
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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Answer 5.1 only. Show the complete solution.
Problems Unless directed otherwise, neglect the weight of the beam in the following problems. For standard structural shapes, use the properties tabulated in Appendix B. 2 in 5.1 A beam constructed from 2-in. by 8-in. boards has the cross section shown in the figure. If the maximum bending moment acting in the beam is M = 16000 lb-ft. determine the maximum bending stress in (a) board 4; and (b) board B. 8 in 5.2 The magnitude of the bending moment acting on the circular cross section of a beam is M - 30000 lb-ft. Calculate the bending stresses at the following points on the cross section: (a) A; (b) B; and (c) D. 2 in 2 in 33.3 mm D. Flange W 360 x 262 FIG. PS.1 NA- 387 mm 21.1 mm Web - 398 mm - FIG. PS.2 FIG. PS.3 5.3 The bending moment acting on the W 360 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.
Transcribed Image Text:Problems Unless directed otherwise, neglect the weight of the beam in the following problems. For standard structural shapes, use the properties tabulated in Appendix B. 2 in 5.1 A beam constructed from 2-in. by 8-in. boards has the cross section shown in the figure. If the maximum bending moment acting in the beam is M = 16000 lb-ft. determine the maximum bending stress in (a) board 4; and (b) board B. 8 in 5.2 The magnitude of the bending moment acting on the circular cross section of a beam is M - 30000 lb-ft. Calculate the bending stresses at the following points on the cross section: (a) A; (b) B; and (c) D. 2 in 2 in 33.3 mm D. Flange W 360 x 262 FIG. PS.1 NA- 387 mm 21.1 mm Web - 398 mm - FIG. PS.2 FIG. PS.3 5.3 The bending moment acting on the W 360 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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