Consider the ultimate bending strength of a reinforced concrete beam given by
Mu = Asfyd(1 - 0.6(As/bd)(fy/f'c))
where As is the cross-sectional area of the reinforcing steel, fy is the yield strength of steel, f'c is the compressive strength of concrete, and b = 0.25 m and d = 0.50 m are the dimensions of the cross section of the beam. Suppose As, fy and f'c are random variables with the following first and second moments:
variable Mean c.o.v
As m^2 0.0025 0.05
fy kN/m^2 350,000 0.10
f'c kN/m^2 25,000 0.20
a) Make first-order approximate estimates of the mean and standard deviation of Mu assuming the three variables are uncorrelated. What would these results be if As and fy were correlated with the correlation coefficient pAs,fy = 0.3?
Identify the order of importance of the three random variables in terms of their contributions to the uncertainty in Mu.