Design a non-air entrained concrete mixture based on ACI volume method to satisfy the following requirements: • Assume required average compressive strength is 35 MPa • slump = 150mm The following materials are available: Cement: Type I, specific gravity = 3.15 Coarse agg: nominal maximum size = 19mm specific gravity (SSD) = 2.7 dry rodded unit weight (oven dry) = 1550 kg/m³ absorption capacity = 0.9% effective absorption = 0.7% Fine agg: specific gravity (SSD) = 2.7 fineness modulus = 2.4 absorption capacity = 1.1% moisture content = 3.5%
Design a non-air entrained concrete mixture based on ACI volume method to satisfy the following requirements: • Assume required average compressive strength is 35 MPa • slump = 150mm The following materials are available: Cement: Type I, specific gravity = 3.15 Coarse agg: nominal maximum size = 19mm specific gravity (SSD) = 2.7 dry rodded unit weight (oven dry) = 1550 kg/m³ absorption capacity = 0.9% effective absorption = 0.7% Fine agg: specific gravity (SSD) = 2.7 fineness modulus = 2.4 absorption capacity = 1.1% moisture content = 3.5%
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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