Answer :
Answer:
Yes, because both design compressive stress is greater than 4000 psi
Explanation:
To design a concrete that satisfy the requirements of ACI code for 4000 psi concrete
Step 1: design the compressive stress, using the two equations below
[tex]f_{c} =f_{cr}-1.34*s[/tex] -------equation 1
where;
[tex]f_{c}[/tex] is the design compressive stress
[tex]f_{cr}[/tex] is the critical stress = 4780 psi mean strength
s is the standard deviation = 525 psi
[tex]f_{c} = 4780 -1.34*525[/tex] = 4076.5 psi
Step 2: design the compressive stress, using the second design equation
[tex]f_{c} =f_{cr}-2.33*s + 500[/tex] -------equation 2
[tex]f_{c} =4780-2.33*525 + 500[/tex] = 4056.75 psi
Therefore, since both compressive stress is greater than 4000 psi, the concrete satisfies the requirements of ACI code for 4000 psi concrete