Q: Using the American Method, design a concrete mix for a continuous foundation with a cross section of 1500 mm x 400 mm. The smallest spacing between reinforeing steel is 150 mm. The average compressive strength required for the conerete at 28 days is 30 MPa and slump to be in the range of 30-50 mm. The foundation is moderately exposed to brackish water in a cold climate and is intended to be watertight. The raw materials used for this concrete have the following properties:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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 x 400 mm. The smallest spacing between reinforeing steel is 150 mm. The
average compressive strength required for the concrete at 28 days is 30 MPa and slump to be in the
range of 30-50 mm. The foundation is moderately exposed to brackish water in a cold climate and is
intended to be watertight. 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 20 mm, a dry-rodded unit weight of
1760 kg/m3, a bulk specific gravity (SSĐ) of 2.7, absorption capacity of 0.5%.
The fine aggregate has a bulk specific gravity (sSD) of 2.6 and a fineness modulus of 2.6. The
aggregates conform to the ASTM C33-84 requirements for grading.
Combined specific gravity of both fine and coarse aggregate = 2.65
• NB: Do not Adjust the amount of water in the mix design
Note: for calculating the sand:
• Use the weight method. Use the concrete density formula to obtain the precise density of
concrete. Do not use the approximate density obtained from table 3-12.
Transcribed Image Text:Q: Using the American Method, design a concrete mix for a continuous foundation with a cross section of 1500 mm x 400 mm. The smallest spacing between reinforeing steel is 150 mm. The average compressive strength required for the concrete at 28 days is 30 MPa and slump to be in the range of 30-50 mm. The foundation is moderately exposed to brackish water in a cold climate and is intended to be watertight. 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 20 mm, a dry-rodded unit weight of 1760 kg/m3, a bulk specific gravity (SSĐ) of 2.7, absorption capacity of 0.5%. The fine aggregate has a bulk specific gravity (sSD) of 2.6 and a fineness modulus of 2.6. The aggregates conform to the ASTM C33-84 requirements for grading. Combined specific gravity of both fine and coarse aggregate = 2.65 • NB: Do not Adjust the amount of water in the mix design Note: for calculating the sand: • Use the weight method. Use the concrete density formula to obtain the precise density of concrete. Do not use the approximate density obtained from table 3-12.
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