Q$1)(25$P$)$ Consider a reinforced concrete column. The total load, Q$,$ consists of three components: dead, live, and wind. The nominal value of the deadload effect is $150$ kN$.$ The nominal value of the live load effect is $110$ kN$.$ The nominal value of the wind load effect is $130$ kN$.$ The load carrying capacity, R$,$ is the sum of the capacities of the longitudinal reinforcement steel and concrete. This can be expressed as;

$=\_$s$+\_$

Where the nominal values of R$\_$S and R$\_$C are $180$ and $240$ kN$,$ respectively. It is assumed that all variables are uncorrelated. Calculate the reliability index for the column using the statistical data given in the Table.