
38
H
1
V
1
H
2
B1 Planning the Supporting Structure
Reaction Forces
Reaction forces
H
1
: Horizontal force on the top slab shoe
(positive: tension, negative: com-
pressive)
V
1
: Vertical force on the top slab shoe
H
2
: Horizontal force on the bottom slab
shoe (positive: tension, negative:
compression)
(Fig. B1.26)
Load cases
see Section "A3 Operating Status and
Loads" on Page 18.
A: Working Conditions
Wind load from wind suction with q
= 0.50 kN/m² (v = 100 km/h)
100 % live load on one level; if nec-
essary, 50 % live load on a second
level
B1: Storm Conditions
max. wind load from wind pressure
q > 0
no live loads
B2: Storm Conditions
max. wind load from wind suction q
< 0
no live loads
Fig. B1.26
Dead load + live
load on platform
Wind suction
q < 0
Wind pressure
q < 0
LPS Screen Lightweight Climbing Enclosure
Instructions for Assembly and Use – Standard Configuration