Civil Engineering Reference
In-Depth Information
Table 3.19
Optimal rope diameter, constants for equations ( 3.73 )
Constants c 0 for nominal strength R 0 in N/mm 2
1,570
Loading
Wire rope
1,770
1,960
2,160
(a) Rope breaking
c 0,sim
F, W and S
FC
0.0769
0.0760
0.0752
0.0745
WS
FC
0.0947
0.0936
0.0927
0.0918
Simple bending
F, W and S
WRC
0.0694
0.0686
0.0679
0.0672
or
WS
WRC
0.0854
0.0843
0.0835
0.0827
Fluctuating tension
Spiral round
18 9 7
0.0729
0.0720
0.0713
0.0706
and bending
strand rope
34 9 7
0.0795
0.0785
0.0777
0.0770
c 0,rev
F, W and S
FC
0.0662
0.0654
0.0647
0.0641
WS
FC
0.0771
0.0762
0.0754
0.0747
Reverse bending
F, W and S
WRC
0.0590
0.0583
0.0577
0.0572
WS
WRC
0.0668
0.0660
0.0654
0.0647
Spiral round
18 9 7
0.0633
0.0626
0.0620
0.0614
strand rope
34 9 7
0.0678
0.0670
0.0663
0.0657
(b) Rope discarding
c 0,sim
F, W and S
FC
0.0767
0.0758
0.0750
0.0743
WS
FC
0.0860
0.0850
0.0841
0.0833
Simple bending
F, W and S
WRC
0.0715
0.0707
0.0700
0.0693
or
WS
WRC
0.0826
0.0817
0.0808
0.0800
Fluctuating tension
Spiral round
18 9 7
0.0756
0.0747
0.0739
0.0732
and bending
strand rope
34 9 7
0.0824
0.0814
0.0805
0.0798
c 0,rev
F, W and S
FC
0.0661
0.0654
0.0647
0.0641
WS
FC
0.0732
0.0723
0.0716
0.0709
Reverse bending
F, W and S
WRC
0.0606
0.0599
0.0592
0.0587
WS
WRC
0.0647
0.0639
0.0633
0.0627
Spiral round
18 9 7
0.0653
0.0646
0.0639
0.0633
strand rope
34 9 7
0.0699
0.0691
0.0684
0.0678
The constants gi for ropes running in simple bendings over sheaves with
grooves made of steel or cast iron are listed in Table 3.18 . For reverse bendings the
specific discard limiting force S G /d 2 has to be reduced with DS/d 2 = 50 N/mm 2 .
Wire ropes running over grooves made of synthetic material have to be
inspected with magnetic methods, Table 3.5 . There is one exception for ropes in
elevators running over grooves made of synthetic material and over traction
sheaves with V grooves or undercut round grooves with an undercut angle a C 90
the discard number of wire breaks B A30 = 26 for sZ and B A30 = 13 for zZ ropes
can be used.
The rope drives should be designed in such a way that an unsafe condition can
be reliably detected by a high discarding number of wire breaks. If not laid down
by the standards given, the minimum discarding number of wire breaks should be:
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