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Problem 2 (PCC) For the corrosion protection of reinforcement in a reinforced concrete structure exposed to seawater, the min
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Answer #1

Given:

Compressive strength f'c = 30Mpa

Standard deviation s = 3.9 MPA

(a) Average compressive strength, f'cr:

Average compressive strength is the larger value obtained from the two equations according to ACI 318

f'cr = f'c + 1.34s

f'cr = f'c + 2.33s - 3.45

Equation 1, f'cr = 30 + 1.34 × (1.08 × 3.9) = 35.64 Mpa

Equation 2, f'cr = 30 + 2.33 × (1.08 × 3.9) - 3.45 = 36.36 Mpa

(Note. Modification factor 1.08 is to be multiplied with standard deviation because 20 test samples are used instead of 30.)

Hence, f'cr = 36.36 Mpa

(b) Modulus of elasticity of concrete Es:

Es = 4731 √f'cr = 4731 × √36.36

= 28527.57 Mpa

(c) Average compressive strength for 40 Mpa concrete

f'cr1 = 40 + 1.34 (1.08 × 3.9) = 45.64 Mpa

f'cr1 = 40 + 2.33 (1.08 × 3.9) - 3.45 = 46.36 Mpa

Hence, f'cr1 = 46.36

Es1 = 4731√46.36 = 32212.5 Mpa

Es1 Larger than Es in % = (32212.5 - 28527.57)/28527.57 × 100

= 12.92 %

Elasticity of 40 Mpa concrete is larger than elasticity of 30 Mpa concrete by 12.92%

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