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%

Structural Analysis
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Chapter2: Loads On Structures
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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%
Transcribed Image Text: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%
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