Example: 2.7 A hollow circular nylon pipe (see Fig 1-23) supports a load P = 7800 N, which is uniformly distributed around a cap plate at the top of the lower pipe. A second load Pg is applied at the bottom. The inner and outer diameters of the upper and lower parts of the pipe are d, = 51 mm, d, = 60 mm, d, = 57 mm, and d = 63 mm, respectively. The upper pipe has a length L,= 350 mm; the lower pipe length is L2 = 400 mm. Neglect the self-weight of the pipes. (a) Find Pg so that the tensile stress in upper part is 14.5 MPa. What is the resulting stress in the lower part? (b) If P, remains unchanged, find the new value of P, so that upper and lower parts have same tensile stress.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.4.14P: A hollow circular pipe (see figure} support s a load P that is uniformly distributed around a cap...
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Example: 2.7
A hollow circular nylon pipe (see Fig 1-23) supports a load P = 7800 N,
which is uniformly distributed around a cap plate at the top of the lower
pipe. A second load Pg is applied at the bottom. The inner and outer
diameters of the upper and lower parts of the pipe are d, = 51 mm,
d, = 60 mm, d, = 57 mm, and d = 63 mm, respectively. The upper pipe
has a length L,= 350 mm; the lower pipe length is L2 = 400 mm. Neglect
the self-weight of the pipes.
(a) Find Pg so that the tensile stress in upper part is 14.5 MPa. What is the
resulting stress in the lower part?
(b) If P, remains unchanged, find the new value of Pe so that upper and
lower parts have same tensile stress.
(c) Find the tensile
loads in part (b) pipe stress analysis
be 3.56 mm and
is 7.63 mm.
Two-tier hanging e segments for the
egment is known to
bottom of the pipe
L1
= 350 mm
L2=400 mm
Ps
-----
Transcribed Image Text:Example: 2.7 A hollow circular nylon pipe (see Fig 1-23) supports a load P = 7800 N, which is uniformly distributed around a cap plate at the top of the lower pipe. A second load Pg is applied at the bottom. The inner and outer diameters of the upper and lower parts of the pipe are d, = 51 mm, d, = 60 mm, d, = 57 mm, and d = 63 mm, respectively. The upper pipe has a length L,= 350 mm; the lower pipe length is L2 = 400 mm. Neglect the self-weight of the pipes. (a) Find Pg so that the tensile stress in upper part is 14.5 MPa. What is the resulting stress in the lower part? (b) If P, remains unchanged, find the new value of Pe so that upper and lower parts have same tensile stress. (c) Find the tensile loads in part (b) pipe stress analysis be 3.56 mm and is 7.63 mm. Two-tier hanging e segments for the egment is known to bottom of the pipe L1 = 350 mm L2=400 mm Ps -----
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