Civil Engineering Reference
In-Depth Information
Table 2.3 (continued)
Rope-condition
Rope elasticity module E in kN/mm 2
Lower tensile stress in N/mm 2
40
Upper tensile stress in N/mm 2
40
Rope-construct.
Rope-core
100
200
300
400
600
800
Ten times loaded
6-strands
NFC
72
81
91
97
102
109
110
Two wire layers
SFC
61
70
80
86
91
98
101
IWRC
77
88
98
105
110
117
121
PWRC
80
91
101
108
113
120
124
ESWRC
73
84
94
101
106
113
117
EFWRC
62
73
83
90
95
102
106
Spiral-round-
Two strand layer
65
73
81
87
91
96
100
strand rope
Three strand layer
63
71
79
85
89
94
98
Rope elasticity module E in kN/mm 2
Lower tensile stress in N/mm 2
100
Upper tensile stress in N/mm 2
100
Rope-condition
Rrope-construct.
Rope-core
200
300
400
600
800
New
6-strand
NFC
92
101
107
111
116
119
Two wire layers
SFC
81
90
96
100
105
108
IWRC
98
107
113
118
123
127
PWRC
101
110
116
121
126
130
ESWRC
94
103
109
114
119
123
EFWRC
83
92
98
103
108
112
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