Can you point out any limitations of these formulas

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1. What are the assumptions underlying the formulas used by the ACI Building Code and the CEB-FIP Model Code for predicting the static elastic modulus of concrete? Can you point out any limitations of these formulas?

2. How does the moisture state of a concrete test specimen affect the elastic modulus and strength values? Explain why both properties are not affected in the same manner.

Reference no: EM131271777

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