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Attachment-5 Civil Load Data

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NODE
Fx (kN)
Fy (kN)
TIE-IN 1
Fz (kN)
Fy Hyd (kN)
EXISTING SUPPORT
10120
+ 96
-312
+ 29
-320
R+G
10120
NODE
Fx (kN)
Fy (kN)
Fz (kN)
Fy Hyd (kN)
NEW SUPPORT ADDED
3250
NODE
+ 62
Fx (kN)
-205
1550
+ 19
R
-203
Fy (kN)
R
Fz (kN)
1960
Fy Hyd (kN)
1650
R+G
R
NODE
3250
NODE
Fx (kN)
2650
Fx (kN)
+ 112
Fy (kN)
R
Fy (kN)
-515
Fz (kN)
Fz (kN)
+ 46
Fy Hyd (kN)
-370
NODE
2650
Fx (kN)
RESTRAINT TYPE
R = REST
G = GUIDE
L = LIMIT STOP
1960
Fy (kN)
Fz (kN)
Fy Hyd (kN)
+ 67
-301
+ 39
-237
Fy Hyd (kN)
1650
+ 32
-135
+ 26
-91
1550
+ 49
-163
+ 11
-74
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