// 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