Wherever there is large-scale construction, you will find cranes that do the lifting. One hardly ever thinks about what marvelous examples of engineering cranes are: a structure of (relatively) little weight that can lift much heavier loads. But even the best-built cranes may have a limit on how much weight they can lift.

The Association of Crane Manufacturers (ACM) needs a program to compute the range of weights that a crane can lift. Since cranes are symmetric, ACM engineers have decided to consider only a cross section of each crane, which can be viewed as a polygon resting on the $x$-axis.

Figure C.1: Crane cross section

Figure C.1 shows a cross section of the crane in the first sample input. Assume that every $1 \times 1$ unit of crane cross section weighs 1 kilogram and that the weight to be lifted will be attached at one of the polygon vertices (indicated by the arrow in Figure C.1). Write a program that determines the weight range for which the crane will not topple to the left or to the right.

Input

The input consists of a single test case. The test case starts with a single integer $n$ ($3 \le n \le 100$), the number of points of the polygon used to describe the crane’s shape. The following $n$ pairs of integers $x_i, y_i$ ($-2\,000 \le x_i \le 2\,000$, $0 \le y_i \le 2\,000$) are the coordinates of the polygon points in order. The weight is attached at the first polygon point and at least two polygon points are lying on the $x$-axis.

Output

Display the weight range (in kilograms) that can be attached to the crane without the crane toppling over. If the range is $[a,b]$, display $\lfloor a\rfloor$ .. $\lceil b\rceil$. For example, if the range is $[1.5,13.3]$, display 1 .. 14. If the range is $[a,\infty)$, display $\lfloor a\rfloor$ .. inf. If the crane cannot carry any weight, display unstable instead.

Examples

Input 1

7
50 50
0 50
0 0
30 0
30 30
40 40
50 40

Output 1

0 .. 1017

Input 2

7
50 50
0 50
0 0
10 0
10 30
20 40
50 40

Output 2

unstable