Rails World Wide for reference only

 

 

REFERENCE
OVERALL HEIGHT
Ht
mm
BASE WIDTH
B
mm
HEAD WIDTH
D
mm
WEB THICKNESS
W
mm
FLANGE THICKNESS AT TOE
F
mm
HEAD DEPTH
T
mm
WEIGHT PER METRE
Kg
mm
MOMENT OF INERTIA
Ixx
cm4
Iyy
cm4
ELASTIC MODULUS
Zxx
cm3
Zyy
cm3
C of G BELOW HEAD
Y
mm

NOTE

When the clip is in a normal position, the centre tapered portion is at 90 degrees as shown. Adjustment is achieved by turning centre component from 0 to 180 degrees.


Maximum permissible wheel load for crane rail sections Nos 13 to 164 in 500 N/mm2 minimum tensile strength steel



This graph is printed by kind permission of Corus Steel, Track Products Division, and is as a guide only. Calculations should be made to confirm choice.grades.

 
Reference
Ht
B
D
W
F
T
Kg
Ixx
Iyy
Zxx
Zyy
Y
BS
 50'0'
100
100
52.4
10.3
7.1
26.9
24.89
424
  
84.8
  
50.05
BS
 60'R'
114.3
109.5
57.2
11.1
7.5
26.2
29.82
681
  
116
  
58.7
BS
 60A
114.3
109.5
57.2
11.1
7.5
25.2
30.62
696
  
117.3
  
59.3
BS
 70A
123.8
111.1
60.3
12.3
7.9
28.5
34.81
911
  
145.7
  
62.5
BS
 75R
128.6
122.2
61.9
13.1
8.3
29.5
37.04
1061
  
159
  
66.7
BS
 75A
128.6
114.3
61.9
12.7
8.3
30.5
37.46
1049
  
161.8
  
64.8
BS
 80'0'
127
127
63.5
13.9
10.3
32.5
39.81
1111
  
167
  
65.9
BS
 80R
133.4
127
63.5
13.5
8.7
30.2
39.67
1225
  
176
  
69.6
BS
 80A
133.4
117.5
63.5
13.1
8.7
30.5
39.76
1205
219.6
177.5
3.74
67.9
BS
 90R
142.9
136.5
66.7
13.9
9.1
32.5
44.51
1584
  
212
  
74.8
BS
 90A
142.9
127
66.7
13.9
9.1
33.5
45.1
1564
  
215
  
72.9
BS
 95R
147.6
141.3
68.3
14.3
9.1
33.8
47.14
1791
  
232.3
  
77.1
BS
 95N
147.6
139.7
69.9
13.9
9.1
32.5
46.95
1775
  
233
  
76.1
BS
 113A
158
139.7
69.9
20
11.1
36.1
56.4
2332
420.1
278
60.1
83.9
Zaire
 30kg
109.5
101.6
60.3
11.2
7.3
25.5
29.3
615
  
111.6
  
55.1
Afnor
 S40
128
115
60
13
10
30.5
36.5
1019
  
150
  
68
Ceylon
 88lb
123.8
139.7
68.3
14.3
10.3
35.9
43.87
1128
364.2
175.2
52.1
64.4
Ceylon
 R43
140
114
70
14.5
11
30.3
44.65
1480
257.5
206.5
45.17
71.7
NZR
 91lb
143
131.8
65.1
14.3
8.9
29.2
45.16
1580
315.2
201.4
47.8
78.5
Zambia
 91lb
151
127
67.5
13.9
10.1
31.6
45.16
1796
296.9
232
46.8
77.5
Turkey
 46kg
145
134
62
15
10.5
36.3
  
1588
  
204
  
77.8
Sar
 48kg
150
127
68
14
11
34.5
47.6
1822
  
234
  
77.8
Cie
 50kg
150
140
70
15
9
34
49.8
1902
  
244
  
77.8
NZR
 50kg
153
132
66
15
9
36.8
50.1
1970
338
241
51.2
81.8
Egypt
 52kg
155
141
66
15
11
37.4
51.68
2128
411
261
58.3
81.5
BS
 20M
65.1
55.6
31
6.8
5.4
16
9.9
71
13.95
20.7
5.02
34.3
BS
 30M
75.4
70
38.1
9.1
6.4
19
14.8
139
32.73
34.5
9.37
40.4
BS
 35M
81
76.2
43
9.1
5.9
22.4
17.4
189
45.01
45.3
11.8
41.6
BS
 35R
85.7
82.6
44.5
8.3
5.8
21.3
17.4
220
  
50.8
  
43.4
BSC
 40
40
88.1
80.6
12.3
5
23.7
19.9
246
50.7
55.6
12.59
44.3
BSC
 13
48
92
36
  
8.5
  
13.3
39
74.4
14.7
16.2
26.5
BSC
 16
54
108
44.5
  
8
  
16
64.6
116.3
21.8
21.5
29.6
BSC
 20
55.5
127
50
  
8.5
  
20
82.1
192.8
27.7
30.1
29.7
BSC
 28
67
152
50
  
9
  
28.6
167.5
371
44.1
48.8
38
BSC
 35
76
160
58
  
10.5
  
35.4
266
504
63.8
63
41.7
BSC
 50
76
165
58.5
  
15
  
50.2
326
719
69.8
87
46.7
BSC
 56
101.5
171
76
35
10
32
56.8
836
686
147
81
57
BSC
 89
114
178
102
51
16
51
88.9
1493
1416
246
159
60.7
BSC
 101
155
165
100
45
18
45
100.4
3411
1266
421
154
81.1
BSC
 164
150
230
140
75
32
60
166
4777
5122
581
445
82.3
ASCE
 12
50.8
50.8
25.4
4.8
2.2
8.9
6
22.9
  
9.5
  
24
ASCE
 16
60.3
60.3
29.8
5.6
2
10
7.9
47
  
16.2
  
29
ASCE
 20
66.7
66.7
34.1
6.4
2.7
11.2
10.1
80
  
23
  
35
ASCE
 25
70
70
38.1
7.5
3.3
12
12.4
104
  
28.8
  
36
ASCE
 30
79.4
79.4
42.9
8.3
4.3
17.3
14.9
171
  
41.8
  
41
ASCE
 35
84.1
84.1
44.5
9.1
5
19.1
17.4
209
  
47
  
45
ASCE
 40
89
89
47.6
9.9
5.6
20.3
20
273
  
58.3
  
47
ASCE
 45
93.7
93.7
50.8
10.7
5.8
21
22.3
337
  
69.2
  
49
ASCE
 60
108
108
60.3
12.3
7
24
30
606
  
108
  
565
ASCE
 65
112.7
112.7
61
12.7
6.8
25.5
32.1
703
  
121
  
58
ASCE
 70
117.5
117.5
62
13
7.1
28.3
34.5
820
  
134
  
61
ASCE
 75
122.2
122.2
62.7
13.5
7.3
29
37.1
952
  
149
  
64
ASCE
 80
127.5
127.5
63.5
13.9
7.6
30.8
39.8
1098
  
165
  
67
ASCE
 85
131.8
131.8
65.1
14.3
7.4
32
42.2
1252
  
182
  
78
AREA
 90
142.9
130.2
65.1
14.3
9.1
29.2
44.6
1610
  
206
  
78
AREA
 100
152.4
136.5
65.3
14.2
9.9
33.5
50.4
2040
  
247
  
83
AREA
 115