Transport platform
SEP Serie
SEP u
ser’s manual Page 36 of 89
Doc no. RD-7243-MA-001-02
5.4. Anchoring and distribution
The mast anchoring forces are shown in the tables below, depending of the height and
assembly/installation situation. Maximum forces occuring for the represented
assembly/installation geometry are given;
they do not yet include safety factors
(UNFACTORED LOADS)
The installation geometry shows anchorage forces according Ax, Ay and By corresponding to
wind forces.
•
Typical distance between mast anchors = 30 ft (9 m)
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•
Maximum distance over the last anchor = 0ft (0m)
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IMPORTANT
Always refer to the engineering quote to get the anchoring loads specific to the structure.
SEP-5000
Load capacitiy = MAX. 5,000 lb (2 270 kg)
Geometry
Mast anchor forces
L
B
A
x
A
y
B
y
Important!
These values are available in the engineering package specific to each project.
Table 11 - Dimensions and anchor forces distribution
Note: The values in the above table apply for every wall tie.
« L »
« B »
« B/2 »
By
Ay
Ax
F
Ay
By
Ax
Figure 20
– Forces on mast ties and anchors
Summary of Contents for SEP-5000
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