Mechanics of Materials
9th Edition
ISBN: 9780133254426
Author: Russell C. Hibbeler
Publisher: Prentice Hall
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Chapter 11.2, Problem 11.4P
If the allowable bending stress is σallow = 22 ksi and the allowable shear stress is τallow =12 ksi, select the lightest wide-flange section with the shortest depth from Appendix B that will safely support the load. If there are several choices of equal weight, choose the one with the shortest height.
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Show your complete solution and make sure that your finals answer is in 4 decimal places, please make it readable.
Answer p1 and
Part 2:
Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers:
a) V = ____ kips
b) V = ____ kips
c) V = ____ kips
Part 3:
Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.
Answers:
a) M = ____ kips-ft
b) M = ____ kips-ft
Part 4:
Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers:
Mmax = ____ kips-ft
xmax = ____ ft
Given the section is subjected to a moment of 500 N-m, calculate the normal stress in MPa at
the bottom of the section. Use positive for tension and negative for compression.
10 mm
30 mm
10 mm
30 mm
Chapter 11 Solutions
Mechanics of Materials
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