Brs coe (E- 105 GPa) PROBLEM 2.36 Alumim plates (E- 20 GPa) Rigd end plate An axial centric force of magnitude P = 450 kN is applied to the composite block shown by means of a right end plate. Knowing that h=10 mm, detprmine the normal stress in (a) the brass core, (b) the aluminum plates. 300m

Structural Analysis
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Chapter2: Loads On Structures
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Brs coe
(E- 105 GPa)
PROBLEM 2.36
Alumim plates
(E- 20 GPa)
Rigd
end plate
An axial centric force of magnitude P = 450 kN is applied to the
composite block shown by means of a right end plate. Knowing that
h= 10 mm, detprmine the normal stress in (a) the brass core, (b) the
aluminum plates.
300m
Transcribed Image Text:Brs coe (E- 105 GPa) PROBLEM 2.36 Alumim plates (E- 20 GPa) Rigd end plate An axial centric force of magnitude P = 450 kN is applied to the composite block shown by means of a right end plate. Knowing that h= 10 mm, detprmine the normal stress in (a) the brass core, (b) the aluminum plates. 300m
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