// CONSTANTS
RConstant |ObjectName: E |CurrentValue: 11000
RConstant |ObjectName: q |CurrentValue: -3
RConstant |ObjectName: P |CurrentValue: -2


// MATERIAL
SMaterial |ObjectName: Wood |YoungsModulus: E        |PoissonsRatio: 0  

// CROSS-SECTION
SRectangularSection |ObjectName: Two2x10Lumber   |Material: Wood  |B: 76  |H: 235

// NODES
SNode |ObjectName: NodeA  |XCoordinate: 0      |YCoordinate: 0      |ZCoordinate: 0 
SNode |ObjectName: NodeB  |XCoordinate: 2000   |YCoordinate: 0      |ZCoordinate: 0 

// BOUNDARY CONDITIONS (by default, all DOFs of an SFixedNode are fixed)
SFixedNode |ObjectName: Support1 |Node: NodeA   

// NODAL LOADS
SNodalLoad |ObjectName: LoadAtNodeB   |Node: NodeB    |Fx: 0  |Fy: 0 |Fz: P |Mx: 0 |My: 0 |Mz: 0 

// ELEMENT, WITH LOAD
SFrameElement |ObjectName: ElementAB  |Section: Two2x10Lumber  |Node1: NodeA |Node2: NodeB  |UniformLoadInZDirection: q

// ANALYSIS TOOLS
SLUSolver |ObjectName: mySolver |OutputDisplayLevel: Maximum
STransformationMatrixAssembler |ObjectName: myAssembler |OutputDisplayLevel: Maximum