A composite axial member consists of a tubular shell (1) bonded to length AB of a continuous solid rod that extends from A Note: A, = A2 E, = E, (1) (2) 120 kN to C, which is labeled (2) and (3). A concentrated load P is applied to free end C of the rod in the direction shown. (3) 2000 mm 2800 mm Determine the internal forces and normal stresses in shell (1) and core (2) (i.e., between A and B). (+ = tension, – = Rod properties compression) A, = 1590 mm2 A2 1990 mm? Also, determine the deflection in the x direction of end C relative to support A. E, = 130 GPa E2 80 GPa (+ = extension, – = contraction) kN Try One kN F2 MPa MPa 02 uc mm
A composite axial member consists of a tubular shell (1) bonded to length AB of a continuous solid rod that extends from A Note: A, = A2 E, = E, (1) (2) 120 kN to C, which is labeled (2) and (3). A concentrated load P is applied to free end C of the rod in the direction shown. (3) 2000 mm 2800 mm Determine the internal forces and normal stresses in shell (1) and core (2) (i.e., between A and B). (+ = tension, – = Rod properties compression) A, = 1590 mm2 A2 1990 mm? Also, determine the deflection in the x direction of end C relative to support A. E, = 130 GPa E2 80 GPa (+ = extension, – = contraction) kN Try One kN F2 MPa MPa 02 uc mm
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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Question
Transcribed Image Text:Note: A, = A2
E, = E2
A composite axial member consists of a
tubular shell (1) bonded to length AB of a
continuous solid rod that extends from A
(1)
(2)
120 kN
to C, which is labeled (2) and (3). A
concentrated load P is applied to free end
C of the rod in the direction shown.
(3)
2000 mm
2800 mm
Determine the internal forces and normal
stresses in shell (1) and core (2) (i.e.,
between A and B). (+ = tension,
Rod properties
A, =
E =
1590 mm?
A2 =
1990 mm?
compression)
130 GPa
80 GPa
Also, determine the deflection in the x
direction of end C relative to support A.
E, =
%3D
(+
extension,
contraction)
Try One
F1
kN
F2
kN
01
MPa
02
MPa
Uc
mm
Expert Solution
Step 1
Find the forces and stresses and deflection at C
Given data;-
A1=1590mm^2
A2=1990mm^2
E1=130Gpa
E2=80Gpa
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