// This document is posted at www.inrisk.ubc.ca // UNITS: N, mm // NODES SNode |ObjectName: NodeA |XCoordinate: 0 |YCoordinate: 0 |ZCoordinate: 0 SNode |ObjectName: NodeB |XCoordinate: 4000 |YCoordinate: 0 |ZCoordinate: 0 SNode |ObjectName: NodeC |XCoordinate: 10000 |YCoordinate: 0 |ZCoordinate: 0 SNode |ObjectName: NodeD |XCoordinate: 12000 |YCoordinate: 0 |ZCoordinate: 0 // BOUNDARY CONDITIONS (by default, all DOFs of an SFixedNode are fixed) SFixedNode |ObjectName: SupportA |Node: NodeA SFixedNode |ObjectName: SupportB |Node: NodeB |XDisplacement: Free |YRotation: Free SFixedNode |ObjectName: SupportC |Node: NodeC |XDisplacement: Free |YRotation: Free // MATERIALS RConstant |ObjectName: EReinforcedConcrete |CurrentValue: 60000 RConstant |ObjectName: WeightReinforcedConcrete |CurrentValue: 25.1e-6 SMaterial |ObjectName: ReinforcedConcrete |YoungsModulus: EReinforcedConcrete |PoissonsRatio: 0.2 |WeightDensity: WeightReinforcedConcrete // SECTIONS SRectangularSection |ObjectName: Concrete_Slab_or_Wall_150 |Material: ReinforcedConcrete |B: 1000 |H: 150 // ELEMENTS, WITH LOAD SFrameElement |ObjectName: ElementAB |Section: Concrete_Slab_or_Wall_150 |Node1: NodeA |Node2: NodeB |UniformLoadInZDirection: -6.0 SFrameElement |ObjectName: ElementBC |Section: Concrete_Slab_or_Wall_150 |Node1: NodeB |Node2: NodeC |UniformLoadInZDirection: -6.0 SFrameElement |ObjectName: ElementCD |Section: Concrete_Slab_or_Wall_150 |Node1: NodeC |Node2: NodeD |UniformLoadInZDirection: -6.0 // ANALYSIS TOOLS SLUSolver |ObjectName: mySolver |OutputDisplayLevel: Maximum STransformationMatrixAssembler |ObjectName: myAssembler |OutputDisplayLevel: Maximum