13.14 Using basic principles, compute the nominal strength P, for an eccentricity e, (as assigned by the instructor) on the column of the figure for Problem 13.14. Use f = 3500 psi and fy = 40,000 psi. (f = 25 MPa:fy = 300 MPa.) (a) = 3 in. (75 mm) (f) e=30 in. (750 mm) (b) e=6 in. (150 mm) (g) = 60 in. (1.5 m) (c) e=9 in. (220 mm) (h) e = 150 in. (3.8 m) 15 in. (3:50) mun) (i)