8 Water-cement ratio = 0.33 50 0.40 40 0.50 30 4 20 0.67 2 10 E 1.00 1000 2000 3000 4000 5000 Strain 10-6 Stress, MPa CO Stress, ksi
8 Water-cement ratio = 0.33 50 0.40 40 0.50 30 4 20 0.67 2 10 E 1.00 1000 2000 3000 4000 5000 Strain 10-6 Stress, MPa CO Stress, ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using Figure
a. Determine the ultimate stress at each water–cement ratio.
b. Determine the secant modulus at 40% of the ultimate stress at each water–cement ratio.
c. Plot the relationship between the secant moduli and the ultimate stresses.
d. Plot the relationship between the moduli and the ultimate stresses on the same graph of part (c), using the relation of the ACI Building Code.
e. Compare the two relations in questions c and d and comment on any discrepancies.
f. Determine the toughness at each water–cement ratio and comment on the effect of increasing water–cement ratio on the toughness of concrete.
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