Using the American Method, design a concrete mix for a continuous foundation with a cross section of 1500 mm (Width) x 400 mm (Depth). The smallest spacing between reinforcing steel is 200 mm. The average compressive strength required for the concrete at 28 days is 35 MPa and slump to be in the range of 30-50 mm. The foundation is extremely exposed to brackish water in a cold climate. The raw materials used for this concrete have the following properties: 2 15

Structural Analysis
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Chapter2: Loads On Structures
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Q: Using the American Method, design a concrete mix for a continuous foundation with a
cross section of 1500 mm (Width) x 400 mm (Depth). The smallest spacing between
reinforcing steel is 200 mm. The average compressive strength required for the concrete
at 28 days is 35 MPa and slump to be in the range of 30-50 mm. The foundation is
extremely exposed to brackish water in a cold climate. The raw materials used for this
concrete have the following properties:
• Cement used is Sulphate resistant Portland cement with a specific gravity of 3.15.
• The available coarse aggregate has a maximum size of 25 mm, a dry-rodded unit weight of
1745 kg/m3, a bulk specific gravity (SSD) of 2.7, absorption capacity of 0.45% and
moisture content (OD) of 0.27%.
• The fine aggregate has a bulk specific gravity (SSD) of 2.6 and a fineness modulus of 2.40,
absorption capacity of 1.4%, a moisture content (SSD) of 2.9%. The aggregates conform
to the ASTM C33-84 requirements for grading.
Note: Use the Volume method when calculating the sand.
Transcribed Image Text:Q: Using the American Method, design a concrete mix for a continuous foundation with a cross section of 1500 mm (Width) x 400 mm (Depth). The smallest spacing between reinforcing steel is 200 mm. The average compressive strength required for the concrete at 28 days is 35 MPa and slump to be in the range of 30-50 mm. The foundation is extremely exposed to brackish water in a cold climate. The raw materials used for this concrete have the following properties: • Cement used is Sulphate resistant Portland cement with a specific gravity of 3.15. • The available coarse aggregate has a maximum size of 25 mm, a dry-rodded unit weight of 1745 kg/m3, a bulk specific gravity (SSD) of 2.7, absorption capacity of 0.45% and moisture content (OD) of 0.27%. • The fine aggregate has a bulk specific gravity (SSD) of 2.6 and a fineness modulus of 2.40, absorption capacity of 1.4%, a moisture content (SSD) of 2.9%. The aggregates conform to the ASTM C33-84 requirements for grading. Note: Use the Volume method when calculating the sand.
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