section consisting of copper and steel carries compression force P. The properties of the materials are as follows: A composite an axial STEEL COPPER Area 900 mm? 1,200 mm? Modulus of elasticity 120 GPa 200 GPa Allowable compressive stress 140 MPa 70 MPa Calculate the maximum load the member can carry so that the allowable stresses are not exceeded. If the allowable strain for both materials is 0.0005, calculate the maximum load the member can carry so that this allowable strain is not exceeded.
section consisting of copper and steel carries compression force P. The properties of the materials are as follows: A composite an axial STEEL COPPER Area 900 mm? 1,200 mm? Modulus of elasticity 120 GPa 200 GPa Allowable compressive stress 140 MPa 70 MPa Calculate the maximum load the member can carry so that the allowable stresses are not exceeded. If the allowable strain for both materials is 0.0005, calculate the maximum load the member can carry so that this allowable strain is not exceeded.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:section consisting of copper and steel carries
compression force P. The properties of the materials are as follows:
A composite
an axial
STEEL
COPPER
Area
900 mm?
1,200 mm2
Modulus of elasticity
200 GPa
120 GPa
Allowable compressive stress
140 MPa
70 MPa
Calculate the maximum load the member can carry so that the allowable
stresses are not exceeded.
If the allowable strain for both materials is 0.0005, calculate the
maximum load the member can carry so that this allowable strain is not
exceeded.
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