- Permissible relative duty cycle is 50% / 10 minutes.
- Tear-off forces listed are approximate values. They
relate to a massive, thick plate(slab) at an air gap of b/300
or b/100 (b=magnet width). Values apply to
warmed-up service condition reached after five hours
of continuous operation with a duty cycle of 50%/10
min. Rated power input for cold magnets listed in
column 2 governs selection of suitable electrical
accessories. 1 daN = 0.981 Kg).
- Values listed are the maximum load carrying
capacity of two vertically loaded chains, allowing for a
fourfold safety. (The magnet weight has not been taken
into account).
- Magnets for difficult operating conditions or hot
material are available. For these technical data and
dimensions will vary insignificantly.
The wide carefully graduated range of size offers a
suitable magnet installation for every lifting application.
The smaller sizes, Type : LMBN 20, designed for picking
up single sheets within a specified range of thickness.
The wider magnets can lift several stacked sheets, their
number depending on model size, sheet size and gauge.
By fitting suitable control gear, sheets can then be
discharged singly or in a stack.>
TEAR-OFF FORCE
Tear-off force of each magnet as a function of material
thickness 'S' and air gap is calculated as follows:
Where the load covers the entire pole face, multiply the
figure found on the appropriate diagram for the given size
with the factor found in column 5 of table.
Where the load does not have a level but a stepped
surface. e.g. stepped, capacity may be approximately
determined as follows:
Divide the load into several sections at right angles to the
magnet length, then calculate lifting capacity for each
section, taking into account the air gap for each (inclined
faces should be treated as horizontal sections with
correspondingly larger air gap). Add the capacities for all
sections to obtain estimated total capacity.
EXAMPLE:
A magnet of type LMBN 40/125 is to lift a 30 mm thick
steel plate of 1000 X 1000 mm whose upper surface is
fitted with ten 20 mm wide and 3 mm thick ribs running
parallel to one edge. The magnet is placed across these
ribs, and the pole face is now in contact with ten sections
each 20 mm wide, the remainder of the plate, i.e.ten
sections each of 80 cm wide, is 3 mm away from the
magnet. Look up diagram for LMBN 40 fixing an air gap
of 0.5 mm for parts in direct contact with pole face to
allow for possible contamination and unevenness and an
air gap of 3.5 mm for all other sections. Tear-off force is
then calculated as follows.
10 x 2 x 160 = 3200 daN
10 x 8 x 120 = 9600 daN
total = 12800 daN
In the interest of safety, weight of load should not exceed
half the magnet tear-off force as listed in the diagrams
(see example 2)
For safe and reliable transport of flexible loads such as
sheets, correct mounting of magnets to suit the load
handled is essential. The following rules should be
observed. Do not suspend magnets in a rigid arrangement
but allow them to tilt slightly around their length axis so
that pole faces can follow the slope of a sagging sheet.
For this reason Type : LMBN is designed for only two
suspension points on top of the magnet. Magnets should
be placed as symmetrically as possible to the center of
gravity of the load.
USING A SINGLE MAGNET:
Maximum sheet length across the magnet = 2 x X2 and
in longitudinal direction to the magnet = 1 + 2 x X3
Note : X3 = X2
USING TWO AND MORE MAGNETS :
maximum sheet length across the magnets = 2 x X2 + Z x X1
( Z = number of magnets less 1 )
and along the magnets = 1 + 2 x X3
Note : X3 <= X2 and X3 <="0.408" x X1
Minimum bending stress is achieved at X2 = 0.408 x X1
and X = ( X total ) / ( Z + 0.816 )
Calculation example :
Dimensions of sheet : 12 m x 5.5 m thickness 25 mm,
weigh : 12950 Kg. Air gap between level sheet and
magnet is assumed to be 2 mm.
Factor of safety 2 : 1
The number of magnets is governed by sheet thickness,
whereas the size of the magnets is governed by the
weight of the sheet.
- X MAXIMUM ACCORDING TO ILLUSTRATION 5
X1 max = 8 m
X2 max = X3 = 3.3 m
Since these dimensions must not be exceeded, at least
two magnets are required.
- LIFTING FORCE F REQUIRED OF EACH MAGNET
Frequ. = ( Sheet weight(kg) x safety x 0.981 ) / number of magnets
= ( 12950 x 2 x 0.981 ) / 2
= 12700 daN
- SELECTION OF MAGNETS
(see characteristics and table)
smallest magnet with f = 92 daN/cm and factor 139 cm is LMBN 30/140
F available = f x factor = 92 x139 = 12790 daN approx.
- OPTIMUM DISTANCE BETWEEN MAGNETS
X1 = (X total) / ( z + 0.816 )
= 12 / ( 1 + 0.816 )
= 6.61 m

TEAR OFF FORCE CHARTS

Electrical accessories required with
the Lifting Magnet :
( available from ELEKTROMAG)
- Transformer Rectifier or D.C.Generator
- Contactor Panel.
- Cable Reeling Drum.
- Master Controller.
Note : The design and dimensions are subject to alterations without
prior notice due to constant development for better performance.
Rectangular Magnets