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
200
Upper tensile stress in N/mm 2
200
Rope-construct.
Rope-core
300
400
600
800
Ten times loaded
6-strand
NFC
111
116
119
124
126
Two wire layers
SFC
100
105
108
113
115
IWRC
117
122
125
130
132
PWRC
120
125
128
133
135
ESWRC
113
118
121
126
128
EFWRC
102
107
110
115
117
Spiral-round-
Two strand layer
98
102
106
109
112
strand rope
Three strand layer
96
100
104
107
110
Rope elasticity module E in kN/mm 2
Lower tensile stress in N/mm 2
300
Rope-condition
Rope-construct.
Rope-core
400
600
800
Upper tensile stress in N/mm 2
300
400
600
800
400
600
800
Ten times loaded
6-strand
NFC
122
125
128
130
129
136
141
Two wire layers
SFC
111
114
117
119
118
126
131
IWRC
127
130
134
136
134
141
145
PWRC
130
133
137
139
137
144
148
ESWRC
123
126
130
132
130
137
141
EFWRC
113
115
119
121
119
127
131
Spiral-round-
Two strand layer
108
111
114
116
114
121
125
strand rope
Three strand layer
106
109
112
114
112
120
123
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