Permissible load-bearing capacities

Used as free (non-system-dependent) construction prop

Permissible load-bearing capacities in accordance with ANSI A10.9-2013 and ANSI/SSFI SH300-2007

Floor prop

Use as free construction prop and as temporary reshore in the USA, factor of safety (FoS) 3:1

Use as temporary reshore in Canada, FoS 2.5:1

Eurex 20 top

6 kip (26.7 kN)

7.2 kip (32.0 kN)

Eurex 30 top

8.5 kip (37.8 kN)

10.2 kip (45.3 kN)

Eurex 30 top with extension 50 cm1)

7.8 kip (34.7 kN)

9.4 kip (41.6 kN)

1) In Dokamatic and Dokaflex table configurations, it is permissible to use floor props with extensions up to a length of 14’-91/2" (4.5 m).

1) Except Eurex 30 550 - no values available

 

NOTICE

When used as temporary reshore:
The head-plate and footplate are seated directly against the slab (packing with a strip of formwork sheet­ing or 2 Doka beams H20 is permissible).

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A   Formwork sheet

B   Doka beam H20

C   Lowering head H20 or 4-way head H20

.