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Idiomas disponibles
Idiomas disponibles
Figure 2B: Tie-back Anchorage
11½" Diameter of Structure
FF
AC
0'
5'
0'
4'
0'
3'
0'
2'
½'
1'
1½'
0'
2½'
-1'
3½'
-2'
4½'
-3'
5½'
-4'
6½'
-5'
Figure 2E: Tie-back Anchorage
3" Diameter of Structure
FF
AC
0'
5'
0'
4'
1'
3'
2'
2'
3'
1'
4'
0'
5'
-1'
6'
-2'
AC
Anchorage Connection: Distance above or below Dorsal D-ring
Free Fall: Distance to be added to Minimum Required Fall Clearance calculation in Figure 3A and3B;
FF
resulting from diameter of Tie-back anchorage structure and distance above or below dorsal Dring
The maximum User Capacity for these Tie-back SRDs is 310lbs and therefore strictly applies to the above
figures. The maximum anchorage distance above or below the User's dorsal D-ring is limited to the
WARNING
diameter of the Tie-back anchorage structure. Similarly, with a maximum Free Fall distance of 6½', the
anchorage distance (above or below the dorsal D-ring) and the diameter of the anchorage structure must
be strictly understood and observed.
Figure 2C: Tie-back Anchorage
9" Diameter of Structure
FF
5'
0'
0'
4'
0'
3'
½'
2'
1½'
1'
2½'
0'
3½'
-1'
4½'
-2'
5½'
-3'
6½'
-4'
Figure 2F: Direct Anchorage
Non-Tieback Anchorage
FF
0'
5'
½'
4'
1½'
3'
2½'
2'
3½'
1'
4½'
0'
5½'
-1'
6½'
-2'
Figures 2B thru 2F: Anchorage Connection and Free Fall
AC
AC
Figure 2D: Tie-back Anchorage
6" Diameter of Structure
FF
AC
0'
5'
4'
0'
3'
0'
2'
1'
1'
2'
0'
3'
-1'
4'
5'
-2'
6'
-3'
APPENDIX A
071819
Capítulos
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