App. 7 – SPRING FROM TOWER:
PIPE DATA
--------------------------------------------------------------------------------------------------------------------------------------------------------From 10000 To 10010 DY= 3,000.000 mm.
PIPE
Dia= 2,500.000 mm.
Wall= 10.000 mm.
Insul= .000 mm.
GENERAL
T1= 100 C
P1= 10.0000 bars
Mat= (383)A516 70
E= 203,391 N./sq.mm.
EH1= 198,151 N./sq.mm.
EH2= 203,391 N./sq.mm.
EH3= 203,391 N./sq.mm.
EH4= 203,391 N./sq.mm.
EH5= 203,391 N./sq.mm.
EH6= 203,391 N./sq.mm.
EH7= 203,391 N./sq.mm.
EH8= 203,391 N./sq.mm.
EH9= 203,391 N./sq.mm.
v = .292
Density= 7,833.4399 kg/cu.m.
ALLOWABLE STRESSES
B31.3 (2006)
Cycle Max Switch =
Sc= 161 N./sq.mm.
Sh1= 159 N./sq.mm.
Sh2= 161 N./sq.mm.
Sh3= 161 N./sq.mm.
Sh4= 161 N./sq.mm.
Sh5= 161 N./sq.mm.
Sh6= 161 N./sq.mm.
Sh7= 161 N./sq.mm.
Sh8= 161 N./sq.mm.
Sh9= 161 N./sq.mm.
Sy= 262 N./sq.mm.
TOWER START NODE
----------------------------------------------------------------------------From 10010 To 10020 DY= 3,000.000 mm.
----------------------------------------------------------------------------From 10010 To 10100 DX= 1,260.000 mm.
RIGID Weight= .00 N.
ALLOWABLE STRESSES
B31.3 (2006)
Cycle Max Switch =
Sh1= 159 N./sq.mm.
Sh2= 161 N./sq.mm.
Sh4= 161 N./sq.mm.
Sh5= 161 N./sq.mm.
Sh7= 161 N./sq.mm.
Sh8= 161 N./sq.mm.
Sy= 262 N./sq.mm.
Sc= 161 N./sq.mm.
Sh3= 161 N./sq.mm.
Sh6= 161 N./sq.mm.
Sh9= 161 N./sq.mm.
From 10100 To 10110 DX= 1,000.000 mm.
GENERAL
T1= 21 C
RIGID Weight= .00 N.
ALLOWABLE STRESSES
B31.3 (2006)
Cycle Max Switch =
Sh1= 161 N./sq.mm.
Sh2= 161 N./sq.mm.
Sh4= 161 N./sq.mm.
Sh5= 161 N./sq.mm.
Sh7= 161 N./sq.mm.
Sh8= 161 N./sq.mm.
Sy= 262 N./sq.mm.
Sc= 161 N./sq.mm.
Sh3= 161 N./sq.mm.
Sh6= 161 N./sq.mm.
Sh9= 161 N./sq.mm.
From 10120 To 20 DY= -750.000 mm.
RIGID Weight= .00 N.
HANGERS
Hanger Node =10120
Hanger Connecting Node =10110
Hanger Table = 1
Allowed Load Variation = 25.0000
Short Range Flag = 1
POINT ON PIPE WHERE THE CLAMP
IS CONNECTED
NORMALLY 1 TO 1.5 METER
BELLOW PLATFORM