Comments (1)
*SOLUTION
https://www.dlubal.com/en/support-and-learning/support/faq/002519
use member load instead
l = 10
f = 10
Model(True, "Demo1") # crete new model called Demo1
Model.clientModel.service.begin_modification()
Material(1, "S235")
Section(1, "IPE 200")
Node(1, 0.0, 0.0, 0.0)
Node(2, l, 0.0, 0.0)
Member(1, 1, 2, 0.0, 1, 1)
NodalSupport(1, "1", NodalSupportType.FIXED)
StaticAnalysisSettings.GeometricallyLinear(0, 1, "Linear")
StaticAnalysisSettings.SecondOrderPDelta(0, 2, "SecondOrder")
StaticAnalysisSettings.LargeDeformation(0, 3, "LargeDeformation")
for i in range(1, 5):
LoadCase(i, "LC_{}".format(i), [False])
MemberLoad(i, i, str(1), LoadDirectionType.LOAD_DIRECTION_LOCAL_Z, i * 1000)
Model.clientModel.service.finish_modification()
from rfem_python_client.
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from rfem_python_client.