1Example26Title2-DplanestructurewithaninclinedsupportDescriptionAnalyzethe2-Dplanestructurewithaninclinedsupportshownbelow.StructuralgeometryandanalysismodelVerificationExample2MODELAnalysisType2-Dstaticanalysis(X-Zplane)UnitSystemm,kNElementTrusselementMaterialModulusofelasticityE=2.1×1011paSectionPropertyAreaElementsandA=6.0×10-4m2ElementA=62×10-4m2BoundaryConditionNode1;ConstrainDxandDz.Node2;ConstrainDz.Node3;InclinedsupportinthedirectionperpendiculartotheelementConstrainDz.AnalysisCaseAconcentratedload,P=1000kNisappliedtothenode2.Example263ResultsDisplacementsMemberForcesReactionForcesVerificationExample4ComparisonofResultsUnit:m,kNResultTheoreticalMIDAS/GenNode2intheXdirection0.0119050.011905Node3intheXdirection0.0039680.003968DisplacementNode3intheZdirection0.0039680.003968Axialforceoftheelement-1000.0-1000.0MemberforceAxialforceoftheelement707.11707.11IntheXdirection-500.0-500.0Node1IntheZdirection-500.0-500.0IntheXdirection-500.0-500.0ReactionforceNode3IntheZdirection500.0500.0
