FEM: code formating, flake8
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@ -231,15 +231,15 @@ class _TaskPanelShowResult:
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x = np.array(dispvectors[:, 0])
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y = np.array(dispvectors[:, 1])
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z = np.array(dispvectors[:, 2])
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stressvectors = np.array(self.result_object.StressVectors)
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stressvectors = np.array(self.result_object.StressVectors)
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sx = np.array(stressvectors[:, 0])
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sy = np.array(stressvectors[:, 1])
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sz = np.array(stressvectors[:, 2])
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strainvectors = np.array(self.result_object.StrainVectors)
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strainvectors = np.array(self.result_object.StrainVectors)
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ex = np.array(strainvectors[:, 0])
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ey = np.array(strainvectors[:, 1])
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ez = np.array(strainvectors[:, 2])
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userdefined_eq = x + y + z + T + Von + P1 + P2 + P3 + sx + sy + sz + ex + ey + ez # Dummy equation to get around flake8, varibles not being used
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userdefined_eq = x + y + z + T + Von + P1 + P2 + P3 + sx + sy + sz + ex + ey + ez # Dummy equation to get around flake8, varibles not being used
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userdefined_eq = self.form.user_def_eq.toPlainText() # Get equation to be used
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UserDefinedFormula = eval(userdefined_eq).tolist()
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self.result_object.UserDefined = UserDefinedFormula
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@ -256,7 +256,7 @@ def readResult(frd_input):
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elements_seg2[elem] = (nd1, nd2)
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elif elemType == 12:
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# B32 CalculiX --> seg3 FreeCAD
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# Also D element element number
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# Also D element element number
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# N1, N3 ,N2 Order in outpufile is 1,3,2
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nd1 = int(line[3:13])
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nd3 = int(line[13:23])
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