1. The foundation of the high-rise building is designed to withstand wind-induced pressures with the respective pressure capacities as follows: Assume the pressure capacity of foundation is normal variate, R ~M(60, 20) psf. The peak wind pressure Pw on the building during a wind storm is given by Pw = 1.165x10" CV, in psf where C is the drag coefficient ~M(1.8, 0.5) and I is the maximum wind speed, a Type I extreme variate with a modal speed of 100, and COV of 30%; the equivalent extremal parameters are o=0.037 and u=100