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Given the following design conditions for a Wall form system: Concrete Mix = Type III cement...

Given the following design conditions for a Wall form system: Concrete Mix = Type III cement without retarder, Concrete Unit Weight (w) = 150 pcf Wall height (h) = 10 Feet high, Rate of Pour (R) = 8 Feet per hour, Concrete Temperature (T) = 80 Degrees Fahrenheit, Wall Thickness = 12 inches What is the maximum design pressure on the wall in pounds per square foot (psf)? Please solve with all steps and calculations included.

Engineering   Civil-Engineering   
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