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sample calculation
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FRONT VIEWSCALE 1 : 20
PLANSCALE 1 : 75
LIFTING ARRANGEMENTSCALE 1 : 40
SIDE VIEWSCALE 1 : 10
ATOP LIFTING LUGS
SCALE 1 : 8
BBOTTOM LIFTING LUGS
SCALE 1 : 8
ISOMETRIC VIEWSCALE 1 : 75
A-A SCALE 1 : 20
CROSS BRACING PLATESCALE 1 : 25
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A A
B B
C C
D D
E E
F F
G G
H H
MATERIAL LISTREMARKSMASSMATERIALQTYDESCRIPTIONITEM
S275JR1BEAM : H400 x 200 x 140kg/m x 10062 LG.1
S275JR8PLATE : 20t x 200 x 1902
S275JR56PLATE : 12t x 96 x 3743
S275JR2BEAM : H400 x 200 x 140kg/m x 5023 LG.4
S275JR4PLATE : 12t x 800 x 8005
A
B
A
A
GENERAL NOTE : 1) ALL DIMENSION IN mm UNLESS OTHERWISE STATED.2) ALL WELD SHALL BE CONTINUOUS EXCEPT AS NOTED.
9812
5000
4330
4980
60°60°
10062
253150002531
9812125 125
430
110
110
110
110
119
208
96
C25 X 45°
(TYP.)
TOP LIFTING LUG
BOTTOM LIFTING LUG
TOP LIFTING LUG
BOTTOM LIFTING LUG
H400 x 200 x 140kg/mBEAM
PLATE : 12t GUSSETS(TYP.)
TOP LIFTING LUG
BOTTOM LIFTING LUG
PLATE : 12t GUSSETS(TYP.)
H400 x 200 x 140kg/mBEAM
PLATE : 12t GUSSETS(TYP.)
H400 x 200 x 140kg/mBEAM
DESIGN DATA- -
SWL 23650 KG
IMPACT FACTOR 1.5
SHACKLE RATING 25 TON (CROSBY)
SLING TENSION 200908 N
n50
25
110
200
14
PLATE : 20t
14
3
3
1
2
2
2
2
1
22
2
2
33
3
3
3
3
3
33
66
TYP.
119
R80
n50
25
110
200
PLATE : 20t
3
3
3 3
3
326104010408501100
1112
110085010401040326
R80
10062
1006
2
5000
10062
9812
44
22
22
2
2
5
5
5
5
556 1100 850 1040 32655611008501040326
3
3
5 5
5
5
5
5
800
800
100
100
12TYP
10
12
TYP
4 1
1 4
5
2 2
22
2 2
22
10401040
