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A concrete test cylinder made from a known design mix is loaded with P-200 kips and compresses by o.018 inch. a) Determine th
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Answer #1

(a) Strain = compression / original length = 0.018/12 = 0.0015

(b) Axial compressive stress = force / cross sectional area = 200 kips / pi * (6/2)2 sq. inch = 200 /(3.141*9) kips = 7.073 kips/sq. inch.

(c) Axial compressive strength = force at the point of failure / cross sectional area

The required compressive strength is 4000 psi.

Calculated axial compressive stress = 7.07 kips/sq. inch. = 7.07 *1000 psi = 7073 psi.

Assuming that the concrete did not fail after applying 7073 psi of stress, this concrete mix can be approved.

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