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PRODUCT DESCRIPTION:
This device is a Type B transportable Anchorage Device Sheathed Steel Sling. It is designed to attach to a personal fall arrest
system and is in conformity with standard EN 363.
The Sheathed Steel Slings can also be used as end termination for 3M approved EN795: 2012 Type C Horizontal Lifeline
Systems.
Table 1 –
Specifications
System Specifications:
Capacity
:
For Type B anchorage devices, the bearing structure must be capable of tolerating a load
of 12 kN for 3 min without breaking.
In all cases, make sure the fall arrester system connector is compatible with the anchorage.
Diameter
Cable: 6mm
Dimensions:
Figure 1- Length of Sheathed Steel Sling models:
AM401G/Length=1M
AM402G/Length=2M
Standards:
Meets the test requirements of EN795:2012 Type B
Maximum
Capacity
For the devices in class C (LIFE LINES), the maximum forces that can be applied are as follows:
•
Terminal Structural Anchorage: 22 kN
•
Intermediate Structural Anchorage: 0.6 kN
Refer to the following table to see the descriptions for callouts in Figure 1.
Component Specifications:
Figure 1
Reference
Component/Dimension
1
Thimble
2
Ferrule
3
Label
4
Cable
5
PVC Sleeve
6
Sling Length
Labels:
TP TC019/2011 3M.com/FallProtection 06511 Carros France
ID:
EN 795:2012 TYPE B
Date Fab.
Mfg. Date:
2797
Longueur
Length:
N° Serie Serial Num.:
Ref.:
M90ETIQ080
Figure 7 – Figure 4 - Fall Clearance (Lanyards)
RD
Required Fall Clearance Distance
LL
Length of Lanyard
(Specified on labeling)
DD
Deceleration Distance =
4 ft (1.2 m)
except:
• for ANSI/OSHA Lanyards with Free Fall
greater than 6 ft (1.8 m) up to 12 ft (3.7
m), or user weights greater than 310 lbs
(141 kg) up to 420 lbs (191 kg); add 1 ft
(0.3 m):
DD = 5 ft (1.5 m)
• for CSA E6 Lanyards, add 1.7 ft. (0.5 m):
DD = 5.7 ft (1.7 m)
HH
Height of Suspended Worker
C
Safety Factor =
1.5 ft (0.5 m)
(Factors in D-Ring Slide and Harness Stretch.)
Example:
Assuming a 6 ft (1.8 m) tall user with a
typical 6 ft (1.8 m) lanyard with 6 ft (1.8 m) Free Fall,
Fall Clearance calculation would be as follows:
RD = LL + DD + HH + C
RD = 6 ft + 4 ft + 6 ft + 1.5 ft = 17.5 ft
RD = 1.8 m + 1.2 m + 1.8 m + 0.5 m = 5.3 m
RD
LL
DD
HH
C