
NOTE
When calculating the stopping distance, the braking distance of the vehicle under
unfavorable conditions must be taken into account if there is a possibility that the road
might be slippery, e.g., due to water, snow or ice.
v
+
A
S
A
S
A
S
L
S
Z
Figure 29: Stopping distance as a function of the vehicle’s speed
v
speed
S
A
stopping distance
Z
supplements
S
L
protective field length for the relevant range of speeds
S
A
= S
Br
+ S
AnF
+ S
AnS
where:
•
S
A
= stopping distance in millimeters (mm)
•
S
Br
= braking distance, from the vehicle documentation, in millimeters (mm)
•
S
AnF
= distance covered during the vehicle control’s response time (including
signal propagation time), from the vehicle documentation, in millimeters (mm)
•
S
AnS
= distance covered during the safety laser scanner’s response time in milli‐
meters (mm)
The distance S
AnS
depends on the safety laser scanner’s response time and the
vehicle’s speed. The distance S
AnS
is calculated using the following formula:
S
AnS
= t
R
× V
max
where:
°
t
R
= safety laser scanner’s response time in seconds (s) (
)
°
V
max
= maximum speed of the vehicle, from the vehicle documentation, in
millimeters per second (mm/s) (If you define a number of monitoring cases
with different protective fields: V
max
= maximum speed of the vehicle in the
current monitoring case)
4.4.6.2
The protective field must be wide enough to cover the width of the loaded vehicle with
supplements for measurement error and the lack of ground clearance. When calculat‐
ing the protective field width, the impact of turning must be considered separately.
4
PROJECT PLANNING
44
O P E R A T I N G I N S T R U C T I O N S | outdoorScan3 – PROFINET
8027931/2022-10-24 | SICK
Subject to change without notice