8x19E+s – ENIF – Moseroth Ltd

Construction of Rope	Quantity	Construction of Strand	Quantity	Min.breaking force factor	Nominal length mass factor	Nominal metallic cross-sectional area factor
strand	8	Wires	15 to 26	K1=0,293	W1=0,340	C1=0,349
outer strand	8	Outer Wires	7 to 12	K2=0,356	W2=0,407	C2=0,457
layers of strand	1	Layers of wires	2 to3
Wire in rope (excluding metallic core)	120 to 208

Nominal rope diameter mm	Approximate nominal length mass kg/100m	Approximate nominal length mass kg/100m	Minimum breaking force kN	Minimum breaking force kN	Minimum breaking force kN	Minimum breaking force kN	Minimum breaking force kN
	Fiber Core	Steel Core	Fiber Core 1770	Steel Core 1770	Fiber Core 1960	Steel Core 1960	Steel Core 2160
1	2	3	4	5	6	7	8
8	21,8	26,0	33,2	40,3	36,8	44,7	49,2
9	27,5	33,0	42,0	51,0	46,5	56,5	62,3
10	34,0	40,7	51,9	63,0	57,4	69,8	76,9
11	41,1	49,2	62,8	76,2	69,5	84,4	93,0
12	49,0	58,6	74,7	90,7	82,7	100	111
13	57,5	68,8	A87,6	106	97,1	118	130
14	66,6	79,8	102	124	113	137	151
16	87,0	104	133	161	147	179	197
18	110	132	168	204	186	226	249
20	136	163	207	252	230	279	308
22	165	197	251	305	278	338	372
24	196	234	299	363	331	402	443
26	230	275	351	426	388	472	520
28	267	319	407	494	450	547	603
32	348	417	531	645	588	715	787
36	441	527	672	817	744	904	997
40	544	651	830	1 010	919	1120	1 230
44	658	788	1 000	1 220	1 110	1350	1 490
48	783	938	1 200	1 450	1 320	1610	1 770
52	919	1 100	1 400	1 700	1 550	1890	2 080
56	1 070	1 280	1 630	1 980	1 800	2190	2 410
60	1 220	1 470	1 870	2 270	2 070	2510	2 770