Climbing Technology CARVED CHOCKS & ANCHOR CAM Guia De Inicio Rapido página 2

P
PROTECTION PROVIDED BY FRICTIONAL ANCHORS AND CHOCKS
Holding force S. At a stance.
P1 P2
S ≥ 20 kN
If used correctly, sufficiently strong to withstand the
highest conceivable forces generated in a fall.
P4 P5
If used correctly, sufficiently strong to withstand the
20 > S ≥ 12 kN
highest conceivable forces generated in a fall.
P7 P8
Not recommended for use on its own, since it
will not withstand the highest conceivable force. It
12 > S ≥ 7 kN
may be used as one component of a belay system
where the force of a fall is shared between the
P10 P11 components.
Only to be used as part of a multicomponent be-
S < 7 kN
lay system where the force of a fall will be shared
between several components.
P13 P14
General
The behaviour of a chock or a frictional anchor in the rock, when dynamically loaded, is not fully predictable. At least
two independent anchor points should always be used, each of them capable of providing protection as per above.
P16 P17
1
MODELS CHART
Product Size Ref. no.
1 2A84301
2 2A84302
3 2A84303
4 2A84304
5 2A84305
6 2A84306
7 2A84307
8 2A84308
9 2A84309
10 2A84310
11 2A84311
Product Size Ref. no.
1 2A84401 15,4 mm
2 2A84402 20,0 mm
3 2A84403 27,4 mm
4 2A84404 33,4 mm
5 2A84405 42,9 mm
6 2A84406 54,4 mm
7 2A84407 58,9 mm
8 2A84408 78,5 mm
Climbing Technology by Aludesign S.p.A. via Torchio 22
24034 Cisano B.sco BG ITALY
Anchor
A
Holding Force
3,9 mm 10,6 mm 2 kN
4,9 mm 11,5 mm 2 kN
5,9 mm 12,5 mm 5 kN
7,0 mm 13,9 mm 5 kN
10,0 mm 14,6 mm 7 kN
11,8 mm 16,6 mm 10 kN
13,8 mm 19,5 mm 10 kN
16,4 mm 21,5 mm 10 kN
20,0 mm 26,6 mm 10 kN
23,0 mm 31,0 mm 10 kN
26,5 mm 35,5 mm 10 kN
O.R.
Operational
Range
24,5 mm 17,7÷22,2 mm
29,4 mm 22,4÷27,1 mm
42,0 mm 31,1÷38,4 mm
54,8 mm 38,8÷49,5 mm
65,4 mm 48,5÷59,7 mm
85,7 mm 62,2÷77,9 mm
99,3 mm 69,0÷89,2 mm
131,6 mm 91,7÷118,3 mm
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Anchor
A
As a running belay.
P3
If used correctly, sufficiently strong to withstand the
highest conceivable forces generated in a fall.
P6
If used correctly, sufficiently strong to withstand the hi-
ghest conceivable forces generated in a fall, provided
P9 a dynamic belay is in use and effective.
If used correctly, sufficiently strong to withstand typical
forces generated in a fall, provided a dynamic belay
is in use and effective. It cannot be relied upon to
withstand the highest forces that could be generated
P12 in a fall.
Even if used correctly, and with a dynamic belay in
use, it cannot be relied upon to withstand typical forces
generated in a fall. Wherever possible, it should be
backed up with one or more devices of similar strength,
P15 in such a way as to share the load.
S (Table P)
B
A
2 kN 5,5 g
2 kN 6 g
2 kN 15 g
3 kN 16 g
4 kN 27 g
4 kN 29 g
9 kN 33 g
10 kN 35 g
10 kN 43 g
10 kN 51 g
10 kN 65 g
Holding Force
S (Table P)
7 kN 95 g
12 kN 109 g
13 kN 119 g
13 kN 130 g
13 kN 150 g
13 kN 191 g
13 kN 207 g
11 kN 283 g
Standards
Standards
IST13-CARANCT_rev.1 04-21
drawings
2/28