Civil Engineering Reference
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1400
1200
1000
800
600
Draht 1.30 mm
ˆ
Draht 1,75 und
400
2,50 mm
ˆ
Draht 2.10 mm
ˆ
Litze
Seil
200
0
0
200
400
600
800
1000
1200
1400
middle stress ˃ m in N/mm 2
Fig. 2.42 Smith diagram for a Warrington-Seale rope 6 9 36-FC-sZ in comparison with the
strands and wires, Setzer (1978)
Fig. 2.43 Stress range in
outside wires of a
Warrington-Seale rope in
comparison to straight wires
of the same diameter at the
number of load cycles
N = 10 6
1200
N/mm 2
2
˃ zA (straight wire)
Q = 50%
1000
900
800
700
2
˃ zA (outer wire
in rope)
1%
600
500
50%
400
99%
300
Seale rope 6 36-IWRC-sZ
(from regression Wehking,Klöpfer + Casey)
R 0 = 1770 N/mm 2 , d = 16 mm,
Warrington
200
ʴ
= 0.92 mm
100
0
0
N/mm 2
700
100
200
300
400
500
lower stress
˃ z,lower
 
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