mooth pin at D and by vertical aluminum alloy [E = 10,C i] bars attached at joints A and C. Bar (2) was intended ave a length of 60 in.; however, its actual length at brication was found to be L2 = 59.88 in. To connect it e pin at C on the rigid bar, bar (2) will need to be manu retched by A = 0.12 in. After bar (2) has been stretche nd connected to the pin at C. Use the following additio operties and dimensions: A1 = A2 = 0.75 in², Determin

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 2.5.19P: -19 The mechanical assembly shown in the figure consists of an aluminum tube, a rigid end plate, and...
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Problem 5
Rigid bar ABCD shown in the figure is supported by a
smooth pin at D and by vertical aluminum alloy [E = 10,000
ksi] bars attached at joints A and C. Bar (2) was intended to
have a length of 60 in.; however, its actual length after
fabrication was found to be L2= 59.88 in. To connect it to
the pin at C on the rigid bar, bar (2) will need to be manually
stretched by A = 0.12 in. After bar (2) has been stretched
and connected to the pin at C. Use the following additional
properties and dimensions: A1 = A2 = 0.75 in², Determine:
(a) the normal stresses in bars (1) and (2).
(b) the deflection at A of the rigid bar.
(1)
40 in
36 in
Rigid bar
54 in
P-20kips
(2)
L₂
48 in
D
Transcribed Image Text:Problem 5 Rigid bar ABCD shown in the figure is supported by a smooth pin at D and by vertical aluminum alloy [E = 10,000 ksi] bars attached at joints A and C. Bar (2) was intended to have a length of 60 in.; however, its actual length after fabrication was found to be L2= 59.88 in. To connect it to the pin at C on the rigid bar, bar (2) will need to be manually stretched by A = 0.12 in. After bar (2) has been stretched and connected to the pin at C. Use the following additional properties and dimensions: A1 = A2 = 0.75 in², Determine: (a) the normal stresses in bars (1) and (2). (b) the deflection at A of the rigid bar. (1) 40 in 36 in Rigid bar 54 in P-20kips (2) L₂ 48 in D
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