Transport platform
SEP Serie
SEP u
ser’s manual Page 35 of 89
Doc no. RD-7243-MA-001-02
5.3. Local loads
The following tables detail the local loads to the ground distributed directly beneath the ground
base. For the base with the ajustable jack legs, consider ¼ of thes values per foot of jack.
5.3.1. Local loads for mast section 26" x 26" (0,65 m x 0,65 m)
Installation height Single SEP 5000 Twin SEP 5000
50 ft
(15 m)
38 600 lb
(17 530 kg)
69 750 lb
(31 690 kg)
100 ft
(30 m)
44 100 lb
(20 040 kg)
76 300 lb
(34 670 kg)
150 ft
(46 m)
49 600 lb
(22 550 kg)
82 850 lb
(37 650 kg)
200 ft
(61 m)
55 150 lb
(25 050 kg)
89 400 lb
(40 630 kg)
250 ft
(76 m)
60 650 lb
(27 560 kg)
95 950 lb
(43 610 kg)
300 ft
(91 m)
66 150 lb
(30 070 kg)
102 500 lb
(46 590 kg)
350 ft
(107 m)
71 700 lb
(32 570 kg)
109 050 lb
(49 570 kg)
400 ft
(122 m)
77 200 lb
(35 080 kg)
115 650 lb
(52 550 kg)
500 ft
(152 m)
88 200 lb
(40 090 kg)
128 750 lb
(58 510 kg)
600 ft
(183 m)
99 250 lb
(45 110 kg)
141 850 lb
(64 470 kg)
700 ft
(213 m)
110 300 lb
(50 120 kg)
154 950 lb
(70 430 kg)
800 ft
(244 m)
121 300 lb
(55 140 kg)
168 050 lb
(76 390 kg)
1000 ft
(305 m)
143 350 lb
(65 160 kg)
194 300 lb
(88 310 kg)
1300 ft
(396 m)
176 450 lb
(80 200 kg)
233 650 lb
(106 190 kg)
Table 10
– Local loads for mast section 26'' x 26'' (0,65 m x 0,65 m)
WARNING!
Always refer to the engineering
package to get the anchoring loads
specific to the structure.
Local loads take into consider a safety
factor of 1.5 and a dynamic factor to all
the moving parts.
Summary of Contents for SEP-5000
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