############################################################## www.oofem.org ###
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# # # # # # # # OOFEM ver. 2.0
#### #### # ###### # # Copyright (C) 1994-2010 Borek Patzak
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Starting analysis on: Fri Jul 4 17:46:58 2014
example
Domain type: 3dshell, default ndofs per node is 6, per side is 0
==============================================================
Output for time 1.00000000e+00
==============================================================
Output for domain 1
DofManager output:
------------------
Node 1 ( 1):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d 0.00000000e+00
dof 4 d 0.00000000e+00
dof 5 d 0.00000000e+00
dof 6 d 0.00000000e+00
Node 2 ( 2):
dof 1 d 1.17260098e-06
dof 2 d 0.00000000e+00
dof 3 d -4.90500000e-09
dof 4 d 0.00000000e+00
dof 5 d 2.34520195e-06
dof 6 d 0.00000000e+00
Node 3 ( 3):
dof 1 d 4.69040390e-06
dof 2 d 0.00000000e+00
dof 3 d -9.19687500e-09
dof 4 d 0.00000000e+00
dof 5 d 4.69040390e-06
dof 6 d 0.00000000e+00
Node 4 ( 4):
dof 1 d 4.69040390e-06
dof 2 d 0.00000000e+00
dof 3 d -4.99800612e-06
dof 4 d 0.00000000e+00
dof 5 d 5.22177890e-06
dof 6 d 0.00000000e+00
Node 5 ( 5):
dof 1 d 4.69040390e-06
dof 2 d 0.00000000e+00
dof 3 d -1.03734053e-05
dof 4 d 0.00000000e+00
dof 5 d 5.48065390e-06
dof 6 d 0.00000000e+00
Node 6 ( 6):
dof 1 d 4.69040390e-06
dof 2 d 0.00000000e+00
dof 3 d -1.59037693e-05
dof 4 d 0.00000000e+00
dof 5 d 5.54877890e-06
dof 6 d 0.00000000e+00
Node 7 ( 7):
dof 1 d -8.58375000e-07
dof 2 d 0.00000000e+00
dof 3 d -1.59046890e-05
dof 4 d 0.00000000e+00
dof 5 d 5.54877890e-06
dof 6 d 0.00000000e+00
Node 8 ( 8):
dof 1 d -6.40715390e-06
dof 2 d 0.00000000e+00
dof 3 d -1.59049956e-05
dof 4 d 0.00000000e+00
dof 5 d 5.54877890e-06
dof 6 d 0.00000000e+00
Element output:
---------------
beam element 1 :
local displacements 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 -4.9050e-09 0.0000e+00 -1.1726e-06 0.0000e+00 2.3452e-06 0.0000e+00
local end forces 4.1692e-06 0.0000e+00 -1.2197e-19 0.0000e+00 -6.2539e-06 0.0000e+00 -3.6787e-06 0.0000e+00 1.2197e-19 0.0000e+00 6.2539e-06 0.0000e+00
beam element 2 :
local displacements -4.9050e-09 0.0000e+00 -1.1726e-06 0.0000e+00 2.3452e-06 0.0000e+00 -9.1969e-09 0.0000e+00 -4.6904e-06 0.0000e+00 4.6904e-06 0.0000e+00
local end forces 3.6787e-06 0.0000e+00 -1.2197e-19 0.0000e+00 -6.2539e-06 0.0000e+00 -3.1882e-06 0.0000e+00 1.2197e-19 0.0000e+00 6.2539e-06 0.0000e+00
beam element 3 :
local displacements 4.6904e-06 0.0000e+00 -9.1969e-09 0.0000e+00 4.6904e-06 0.0000e+00 4.6904e-06 0.0000e+00 -4.9980e-06 0.0000e+00 5.2218e-06 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 3.1882e-06 0.0000e+00 -6.2539e-06 0.0000e+00 0.0000e+00 0.0000e+00 -2.4525e-06 0.0000e+00 3.4335e-06 0.0000e+00
beam element 4 :
local displacements 4.6904e-06 0.0000e+00 -4.9980e-06 0.0000e+00 5.2218e-06 0.0000e+00 4.6904e-06 0.0000e+00 -1.0373e-05 0.0000e+00 5.4807e-06 0.0000e+00
local end forces -8.6736e-19 0.0000e+00 2.4525e-06 0.0000e+00 -3.4335e-06 0.0000e+00 8.6736e-19 0.0000e+00 -1.7167e-06 0.0000e+00 1.3489e-06 0.0000e+00
beam element 5 :
local displacements 4.6904e-06 0.0000e+00 -1.0373e-05 0.0000e+00 5.4807e-06 0.0000e+00 4.6904e-06 0.0000e+00 -1.5904e-05 0.0000e+00 5.5488e-06 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 1.7167e-06 0.0000e+00 -1.3489e-06 0.0000e+00 0.0000e+00 0.0000e+00 -9.8100e-07 0.0000e+00 -3.7058e-20 0.0000e+00
beam element 6 :
local displacements 1.5904e-05 0.0000e+00 4.6904e-06 0.0000e+00 5.5488e-06 0.0000e+00 1.5905e-05 0.0000e+00 -8.5837e-07 0.0000e+00 5.5488e-06 0.0000e+00
local end forces -9.8100e-07 0.0000e+00 -1.3553e-20 0.0000e+00 1.6941e-20 0.0000e+00 4.9050e-07 0.0000e+00 1.3553e-20 0.0000e+00 6.7763e-21 0.0000e+00
beam element 7 :
local displacements 1.5905e-05 0.0000e+00 -8.5837e-07 0.0000e+00 5.5488e-06 0.0000e+00 1.5905e-05 0.0000e+00 -6.4072e-06 0.0000e+00 5.5488e-06 0.0000e+00
local end forces -4.9050e-07 0.0000e+00 -1.3553e-20 0.0000e+00 2.0329e-20 0.0000e+00 -7.1903e-19 0.0000e+00 1.3553e-20 0.0000e+00 1.3553e-20 0.0000e+00
R E A C T I O N S O U T P U T:
_______________________________
Node 1 iDof 1 reaction 0.0000e+00 [bc-id: 1]
Node 1 iDof 2 reaction 0.0000e+00 [bc-id: 1]
Node 1 iDof 3 reaction 4.1692e-06 [bc-id: 1]
Node 1 iDof 4 reaction 0.0000e+00 [bc-id: 1]
Node 1 iDof 5 reaction -6.2539e-06 [bc-id: 1]
Node 1 iDof 6 reaction 0.0000e+00 [bc-id: 1]
User time consumed by solution step 1: 0.004 [s]
Finishing analysis on: Fri Jul 4 17:46:58 2014
Real time consumed: 000h:00m:00s
User time consumed: 000h:00m:00s