Document number: ED. 03622.00.001.R04.ENG
Page 43 of 151
ED.02518.00.001.R08.ENG
Page 43
4.1.3. Requirements
for
foundation
material
The foundation material has to meet the following requirements:
Parameter
Requirement
Timbers
Timber
length
>
T
min
<
612mm
Timber
width
>
Timber
height
Timber
gap
<
Timber
width
mechanical compressive strength
>
25 N/mm² without occurrence
of deflection
)
Enerpac strongly recommends
adhering to 30N/mm², preferably
Azobé wood
Steel plates
Steel
length
>
S
min
Steel
width
=
Timber
width
Steel
thickness
>
15 mm
mechanical compressive strength
>
30 N/mm² without occurrence
of deflection
Mounting
properly secured
)
x
Wood is a natural product: its quality is not assured. In order to guarantee
quality, test the timbers on 125% of the expected load.
x
For your planning keep in mind that suitable wood may not always be available
immediately.
Hazard: Use of other wood types such as plywood, multiply, pine and compressed
wood is
explicitly prohibited
.
Timber
length
T
min
Steel
length
Steel
thickness
Timber
height
S
min
Steel w
idth
Summary of Contents for SBL1100
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