Please build a prediction model for the stability and evaluate your model basedonthe followingdata collectedfrom astability study.

Y: Stability /* 1=Yes 0=No */

X1: Seam

X2: Depth (meters)

X3: Height (meters)

X4: Width (meters)

X5: width/height ratio

X6: Roadway width (meters)

X7: Uniaxial compression strength (MPa)

X8: Strength (MPa)

X9: Stress (MPa)

X10: Strength/Stress ratio

X1	X2	X3	X4	X5	X6	X7	X9	X10	Y
48	6	9.9	1.65	6	50	7.85	3.09	2.54	1
270	3	8.1	2.7	3.6	46	11.89	14.08	0.84	1
75	2.7	9.9	3.67	6.6	28	8.75	5.2	1.68	1
38	5.1	7.2	1.41	3.9	33	5.43	2.25	2.41	1
30	5.1	9	1.76	6	21	4.01	2.08	1.93	1
102	4.8	10.1	2.1	2.4	35	6.92	3.9	1.77	1
75	3	6.3	2.1	4.2	35	7.79	5.2	1.5	1
106	3.5	16	4.57	4	29	10.07	4.14	2.43	1
38	5.1	18.3	3.59	4.2	33	7.93	1.43	5.55	1
266	4.8	40	8.33	5	43	21.73	8.41	2.58	1
30	2.1	6	2.86	6	19	6	3	2	1
36	3.6	9.3	2.58	7.2	40	8.62	2.34	3.68	1
80	2	5.8	2.9	5.5	29	8.6	7.59	1.13	1
85	1.8	7	3.89	3.9	41	12.83	5.15	2.49	1
30	4.5	3.6	0.8	5.7	45	6.85	5.01	1.37	0
30	6	3.6	0.6	5.4	45	5.93	4.68	1.27	0
36	3	3.9	1.3	6	26	5.07	5.8	0.87	0
30	5.4	4.5	0.83	4.5	25	3.49	3.61	0.97	0
23	8.1	4.7	0.57	5.6	24	2.59	2.77	0.94	0
90	3.8	5.4	1.44	6	45	8.15	8.12	1	0
129	3.6	7.5	2.08	6	38	8.11	10.45	0.78	0
54	3.6	5.4	1.5	6	33	6.23	6.02	1.03	0
56	3.6	5	1.38	6.5	33	6.08	7.43	0.82	0
42	4.8	4.5	0.94	4.5	47	5.46	4.2	1.3	0
70	1.8	2.9	1.58	3.2	26	6.43	7.76	0.83	0
51	1.8	3	1.67	3.6	26	6.48	6.17	1.05	0
160	6.6	19.8	3	4.2	27	6.98	5.88	1.19	0
140	8.4	18.6	2.21	5.4	25	5.03	5.83	0.86	0