Calculate the axial deformation of the Brass cylinder section (BC) shown in Figure 8. The cross-sectional areas are Asteel = 80 x 10-³ m² and ABrass = 50 x 10-³ m², and Young's modulus of steel and brass are 200 MPa and 120 MPa. 100 KN Steel 50 kN 0.5 m B Brass 0.3 m Steel 0.5 m D 150 kN
Calculate the axial deformation of the Brass cylinder section (BC) shown in Figure 8. The cross-sectional areas are Asteel = 80 x 10-³ m² and ABrass = 50 x 10-³ m², and Young's modulus of steel and brass are 200 MPa and 120 MPa. 100 KN Steel 50 kN 0.5 m B Brass 0.3 m Steel 0.5 m D 150 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Calculate the axial deformation of the Brass cylinder section (BC) shown in Figure 8.
The cross-sectional areas are Asteel = 80 x 10-³ m² and ABrass = 50 x 10-³ m², and Young's modulus
-
of steel and brass are 200 MPa and 120 MPa.
100 kN
(a) 3.13 mm
(b) 7.25 mm
(c) 7.5 mm
(d) 3.5 mm
Steel
50 kN
0.5 m
B
Brass
0.3 m
C
Figure 8. A shaft of different diameters
Steel
0.5 m
Ꭰ
150 kN
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