Civil Engineering Reference
In-Depth Information
C for calculating the elasticity module in N/mm 2
Table 2.1
Constants A, B and
of round stranded ropes, Feyrer and Jahne ( 1990 )
Rope condition
Core
Coefficient of
determination
Standard deviation
Constant A
Constant C
Constant B
6-strand wire layers
8-strand wire layers
1
2
3
1
2
3
New up
NFC
64 %
161
-10,700,000
118,000
102,000
101,000
116,000
100,000
99,000
SFC
14,000
112,000
96,000
95,000
110,000
94,000
93,000
IWRC
75 %
81
-5,140,000
120,000
105,000
104,000
103,000
88,000
87,000
PWRC
13,000
137,000
122,000
121,000
120,000
105,000
104,000
ESWRC
126,000
111,000
110,000
109,000
94,000
93,000
EFWRC
108,000
93,000
92,000
91,000
76,000
75,000
Ten times loaded up
NFC
82%
161
-14,400,000
152,000
141,000
138,000
149,000
138,000
135,000
SFC
11,000
141,000
130,000
127,000
138,000
127,000
124,000
IWRC
89%
131
-12,500,000
160,000
149,000
147,000
149,000
138,000
136,000
PWRC
10,000
163,000
152,000
150,000
152,000
141,000
139,000
ESWRC
156,000
145,000
143,000
145,000
134,000
132,000
EFWRC
145,000
134,000
132,000
134,000
123,000
121,000
Ten times loaded down
NFC
89 %
192
-25,500,000
177,000
166,000
163,000
174,000
163,000
160,000
SFC
11,000
166,000
155,000
152,000
163,000
152,000
149,000
IWRC
91 %
167
-20,500,000
177,000
166,000
164,000
166,000
155,000
153,000
PWRC
10,000
180,000
169,000
167,000
169,000
158,000
156,000
ESWRC
173,000
162,000
160,000
162,000
151,000
149,000
EFWRC
162,000
151,000
149,000
151,000
140,000
138,000
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