SANY SCC3000US Operation Manual page 198

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Load Charts of extension Jib for LJ Operating condition
Length of
main boom
Length of
jib
Angle of main boom(°)
Load radius (m) / (ft)
16
(52'6")
18
(59'1")
20
(65'7")
22
(72'2")
24
(78'9")
26
(85'4")
28
(91'10")
30
(98'5")
32
(104'12")
34
(111'7")
36
(118'1")
38
(124'8")
40
(131'3")
42
(137'10")
44
(144'4")
46
(150'11")
48
(157'6")
50
(164'0")
52
(170'7")
54
(177'2")
56
(183'9")
58
(190'3")
60
(196'10")
62
(203'5")
64
(209'12")
66
(not including boom hook, counterweight (187.8+12.8)×1000lb)
(m)
(ft)
(m) 52
(ft (170'7")
88 83 78
13.5
(29.7)
13.5
(29.7)
13.5
(29.7)
13.5
(29.7)
13.4 13.5
(29.5) (29.7)
12.5 13.5
(27.5) (29.7)
11.7 12.6
(25.7) (27.7)
11.0 11.8 12.8
(24.2) (26) (28.2)
10.4 11.1 11.9
(22.9) (24.4) (26.2)
9.8 10.5 11.2
(21.6) (23.1) (24.6)
9.3 9.9 10.6
(20.5) (21.8) (23.3) (24.9)
8.8 9.4 10.0
(19.4) (20.7) (22) (23.3)
8.3 8.9 9.4
(18.2) (19.6) (20.7)
7.9 8.4 9.0
(17.4) (18.5) (19.8) (20.9)
7.5 8.0 8.5
(16.5) (17.6) (18.7) (19.8)
7.1 7.5 8.1
(15.6) (16.5) (17.8) (18.9)
6.8 7.2 7.7
(14.9) (15.8) (16.9)
6.5 6.9 7.3
(14.3) (15.2) (16) (17.1)
6.6 6.9
(14.5) (15.2)
6.7
(14.7) (15.4)
(14.7)
25.5
(83'8")
73 68 63 88
13.5
(29.7)
13.4
(29.5)
12.4
(27.3)
11.6
(25.5)
10.8
(23.8)
10.1
(22.2)
9.5
(20.9)
8.8
(19.4)
8.2
(18)
11.3 7.6
(16.7)
10.6 7.1
(15.6)
10.0 6.6
(22) (14.5)
9.5 10.1 6.2
(22.2) (13.6)
9.0 9.5 5.8
(20.9) (12.7)
8.6 9.1 9.6 5.4
(20) (21.1) (11.9)
8.2 8.6 9.1 5.0
(18) (18.9) (20) (11)
7.8 8.2 8.6
(18) (18.9)
7.3 7.8 8.2
(16) (17.1) (18)
7.0 7.4 7.8
(16.3) (17.1)
6.7 7.1 7.4
(15.6) (16.3)
6.8 7.1
(14.9) (15.6)
6.8
(14.9)
6.6
(14.5)
Unit:kg(lb)×1000
55
(180'5")
83 78 73 68
11.6
(25.5)
10.9
(24)
10.2
(22.4)
9.6
(21.1)
8.9 9.7
(19.6) (21.3)
8.3 9.0
(18.2) (19.8)
7.7 8.4
(16.9) (18.5)
7.2 7.8 8.4
(15.8) (17.1) (18.5)
6.7 7.3 7.8
(14.7) (16) (17.1)
6.3 6.8 7.3 6.3
(13.8) (14.9) (16) (13.8)
5.8 6.3 6.8 6.1
(12.7) (13.8) (14.9) (13.4)
5.5 5.9 6.4 5.7
(12.1) (13) (14.1) (12.5)
5.1 5.6 6.0 5.4
(11.2) (12.3) (13.2) (11.9)
5.2 5.6 5.2
(11.4) (12.3) (11.4)
5.2 5.0
(11.4) (11)
4.8
(10.5)
4.8: 13/98
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