Product specifications

The Formwork Experts
22 999759002 - 06/2008 Ü
User information Doka heavy-duty supporting system SL-1
T-joint with connecting plate - load-
ing case: "Vertical strut under pres-
sure"
By combining packing plates with thicknesses of
2, 3 and 4 mm, closures can be made in a 1 mm
increment-grid.
Permitted internal forces
N
f
= actual normal force in the join
A System beam SL-1
B Connection splice plate SL-1
C Screw set for Connection splice plate SL-1
D 2 hexagonal bolts M22x120 8.8 and 4 hexagon nuts M22 8
(included with Item C)
E Screw-set M20x90 8.8 shank length 38mm
F Packing plate SL-1
☞
Important note:
● The screws (D) are only for transferring
the shear force. Owing to the tolerances,
they must be fitted with a play of
a ... min. 5 mm. Secure the connection by
countering with a second nut.
a ... min. 5 mm
● Under load, a gap of up to 5 mm and/or
up to 2% buckling may occur between the
screws and the drilled holes, due to pro-
duction-related tolerances.
These tolerances can be equalised by
installing packing plates.
● Packing plates must be fitted wherever
joins are subjected to bending stress.
9759-224-01
A
C
B
A
D
E
F
A
D
F
a
9759-248-01
Permitted moment M [kNm]
Permitted shear force Q [kN]
G N
f
= 0 kN
H N
f
= 100 kN
I N
f
= 200 kN
J N
f
= 300 kN
K N
f
= 400 kN
L N
f
= 600 kN
200
180
160
140
120
100
80
60
40
20
0
020
40
60
80
100 120
140
160
180
220
200
240
260
86
9759-112a
M
N
M
Q
Q
N
G
H
I
J
K
L