ALIMAK 34806 - 1/01
H
13
Reaction forces
Maximum reaction force P in the wall anchorage of the tie
can be calculated as follows:
P = Rx .
L
+ Ry .
( B + 225 )
B
B
Rx and Ry according to the table on page H6.
P must never exceed Pmax indicated for
each size of mast tie according to table above.
L
min.
– L
max.
see table
B min. – B max.
see table
P
P
Ry
Rx
Rx
Each scaffold clamp must
include a bolt and nut at the
end of the tube as indicated.
Содержание Scando 650 DOL
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