Problem 2
Assume the Concrete Mix is Type II cement without retarder, the
Concrete Unit Weight
(w) is 150 pcf and the wall form system has the following design
conditions:
Wall height (h) = 6 Feet high
Rate of Pour (R) = 10 Feet per hour
Concrete Temperature (T) = 60 Degrees Fahrenheit
Wall Thickness = 15 inches
What is the maximum design pressure on the wall in pounds per
square foot (psf)?
Problem 2 Assume the Concrete Mix is Type II cement without retarder, the Concrete Unit Weight (w) is 150 pcf and the wa
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answerhappygod
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Problem 2 Assume the Concrete Mix is Type II cement without retarder, the Concrete Unit Weight (w) is 150 pcf and the wa
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