Prob. 3.3-2. The three-part axially loaded member in Fig. P3.3-2 consists of a tubular segment (1) with outer diameter (d.), = 1.25 in. and inner diameter (d), = 0.875 in., a solid circular rod segment (2) with diameter d₂ = 1.25 in., and another solid circular rod segment (3) with diameter d; = 0.875 in. The line of action of each of the three applied loads is along the centroidal axis of the member. (a) Determine the axial stresses 0₁, 02, and ; in each of the three respective segments. (b) If L₁ = L₂ = L = 20 in. and E= 30 × 10³ ksi, what are the nodal displacements , uc, and up? 0.875 in 1.25 in. (1) 3 kips B 4 kips -L₂- P3.3-2 "C 0.875 in. -15 up 2 kips D
Prob. 3.3-2. The three-part axially loaded member in Fig. P3.3-2 consists of a tubular segment (1) with outer diameter (d.), = 1.25 in. and inner diameter (d), = 0.875 in., a solid circular rod segment (2) with diameter d₂ = 1.25 in., and another solid circular rod segment (3) with diameter d; = 0.875 in. The line of action of each of the three applied loads is along the centroidal axis of the member. (a) Determine the axial stresses 0₁, 02, and ; in each of the three respective segments. (b) If L₁ = L₂ = L = 20 in. and E= 30 × 10³ ksi, what are the nodal displacements , uc, and up? 0.875 in 1.25 in. (1) 3 kips B 4 kips -L₂- P3.3-2 "C 0.875 in. -15 up 2 kips D
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Please show all steps so your approach is easy to follow including free body diagram.

Transcribed Image Text:Prob. 3.3-2. The three-part axially loaded member in Fig.
P3.3-2 consists of a tubular segment (1) with outer diameter
(d.), = 1.25 in. and inner diameter (d), = 0.875 in., a solid
circular rod segment (2) with diameter dy = 1.25 in., and
another solid circular rod segment (3) with diameter d
0.875 in. The line of action of each of the three applied loads
is along the centroidal axis of the member. (a) Determine
the axial stresses 0₁, 02, and a; in each of the three respective
segments. (b) If L₁ = L₂ = L₁ = 20 in. and E= 30 x 10¹
ksi, what are the nodal displacements , uc, and up?
0.875 in
A
1.25 in.
3 kips
B
4 kips
·L₂
P3.3-2
0.875 in.
4
Lz
2 kips
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