1.41 Estimate the tensile strength required to prevent cracking in a concrete-like material that is cast into a bar, 50 in. long, and is fully restrained at each end against axial movement. The concrete is initially cast and cured at a temperature of 100°F and subsequently cools to a temperature of 0°F. Assume that the modulus of elasticity is 5 million psi and the thermal coefficient is 5 x 10-6in./in./ F.

Structural Analysis
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Chapter2: Loads On Structures
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Subject is properties of behavior
1.41 Estimate the tensile strength required to prevent cracking in a
concrete-like material that is cast into a bar, 50 in. long, and is fully
restrained at each end against axial movement. The concrete is initially cast
and cured at a temperature of 100°F and subsequently cools to a
temperature of 0°F. Assume that the modulus of elasticity is 5 million psi and
the thermal coefficient is 5 x 10-in./in./°F.
Transcribed Image Text:1.41 Estimate the tensile strength required to prevent cracking in a concrete-like material that is cast into a bar, 50 in. long, and is fully restrained at each end against axial movement. The concrete is initially cast and cured at a temperature of 100°F and subsequently cools to a temperature of 0°F. Assume that the modulus of elasticity is 5 million psi and the thermal coefficient is 5 x 10-in./in./°F.
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