Example 2 : Design a concrete mix to implement a concrete slab (exposed to sever conditions moisture and freezing and thawing) with design compressive strength 30 MPa, a standard deviation equals to 4 and the percentage expected less than minimum strength is 10%. Sulphate Resisting Portland Cement is used. The maximum size of an angular aggregate is 20 mm with apparent density 1500 kg/m3. The available fine aggregate has fineness modulus 2.4 An air entraining agent has been used in the mix.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Concrete

**Example 2:**

Design a concrete mix to implement a concrete slab (exposed to severe conditions moisture and freezing and thawing) with design compressive strength 30 MPa, a standard deviation equals to 4, and the percentage expected less than minimum strength is 10%. Sulphate Resisting Portland Cement is used. The maximum size of an angular aggregate is 20 mm with apparent density 1500 kg/m³. The available fine aggregate has fineness modulus 2.4.

An air entraining agent has been used in the mix.
Transcribed Image Text:**Example 2:** Design a concrete mix to implement a concrete slab (exposed to severe conditions moisture and freezing and thawing) with design compressive strength 30 MPa, a standard deviation equals to 4, and the percentage expected less than minimum strength is 10%. Sulphate Resisting Portland Cement is used. The maximum size of an angular aggregate is 20 mm with apparent density 1500 kg/m³. The available fine aggregate has fineness modulus 2.4. An air entraining agent has been used in the mix.
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