D. Chapter 3. Compression
d. Theory is based on real strain-stress relationships. Elastic behavior of column – Example (See ACI section 10.2) 1. Up to 1 cc2 ff≈ ′ concrete stress-strain approximately linear. This is known as the “working” or “service load” range: 2. For strain equality in this range: cs s cs s c cs c ff E or f f EE E εε ε== = = = (3.5 ...
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