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# Remove existing model
wipe
model BasicBuilder -ndm 3 -ndf 6
node 1 0 0 0
node 2 0 2400 0
node 3 1200 2400 0
node 4 1200 0 0
fix 1 1 1 1 0 0 0
fix 4 1 1 1 0 0 0
fix 2 0 0 1 0 0 0
fix 3 0 0 1 0 0 0
uniaxialMaterial Elastic 1 3000
# Create truss elements - command: element truss trussID node1 node2 A matID
element truss 1 1 2 5.0 1
element truss 2 2 3 5.0 1
element truss 3 3 4 5.0 1
element truss 4 1 3 5.0 1
# Define loads
# ------------
#
# create a Linear TimeSeries with a tag of 1
timeSeries Linear 1
# Create a Plain load pattern associated with the TimeSeries,
# command: pattern Plain $patternTag $timeSeriesTag { load commands }
pattern Plain 1 1 {
load 2 100 0 0 0 0 0
}
# Create the system of equation
system BandGeneral
# Create the DOF numberer, the reverse Cuthill-McKee algorithm
numberer RCM
# Create the constraint handler, a Plain handler is used as homo constraints
constraints Transformation
# Create the integration scheme, the LoadControl scheme using steps of 1.0
integrator LoadControl 0.1
# Create the solution algorithm, a Linear algorithm is created
algorithm Linear
# create the analysis object
analysis Static
recorder display panel 30 30 400 400
prp 2400 1 2400
vup 0 1 0
vpn 0 0 1
viewWindow -2400 2400 -2400 2400
display 1 4 5
analyze 1
puts [nodeDisp 3]
puts [nodeDisp 2]I am getting error for this. Can you kindly find out the mistake I made ?
It's basically a planar truss but defined in 3D. I suppose it should work, but it is giving Lapack error
Thank you.