Problem 2 Assume the Concrete Mix is Type II cement without retarder, the Concrete Unit Weight (w) is 150 pcf and the wa
Posted: Sun May 08, 2022 9:37 pm
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)?
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)?