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Angle of Inclination	10°	11°	12°
LU	1732	1740	1739
LL	1031	1031	965
LP	5500	4800	4500
L	5.6713×H+2763	5.1446×H+2771	4.7046×H+2704

	HZR80	HZR100
A	800	1000
B	1110	1310
C	1400	1600
D	1460	1660
E	2000	2200
F	1300	1500

Support parameters	Q	M	N
HZR80	0.0039	9.5	4.5
HZR100	0.0045	11	5

Supporting force
Without middle supporting	with singke-middle supporting	with double-middle supporting
Ro=L×q + M	Ro=La×q + M	Ro=La×q + M
	Ru=Lb×q + N	Ru=Lb×q + N
Ro=L×q + N	S1=(La+Lb)×1.3×q	S1=(La+Lb)×1.3×q
		S2=(Lc+Lb)×1.3×q

Angle of Inclination	Rise		Middle support		La	Lb	Lc
	From	To	S1	S2
10°	1297	2178	-	-	-	-	-
	2197	3412	1	-	L-7000	7000	-
	3413	4823	1	-	15000	L-15000	-
	4824	6000	1	1	15000	7000	L-2200
11°	1449	2420	-	-	-	-	-
	2421	3780	1	-	L-7000	7000	-
	3781	5335	1	-	15000	L-15000	-
	5336	6000	1	1	15000	7000	L-2200
12°	1601	2663	-	-	-	-	-
	2664	4151	1	-	L-7000	7000	-
	4152	5851	1	-	15000	L-15000	-
	5851	6000	1	1	15000	7000	L-2200