# #report of the section material
# sectParam=sectionReport.SectionInfo(preprocessor=preprocessor,sectName='example_7.3_EC2W',sectDescr='Test example 7.3 EC2 Worked examples. Section definition',concrete=concrete,rfSteel=rfSteel,concrDiag=concrDiagram,rfStDiag=steelDiagram,geomSection=geomSectFibers,width=width,depth=depth) #Obtains section parameters for report
# sectParam.writeReport(archTex='figures/sections/secEx73.tex', pathFigura='figures/sections/secEx73.eps')
# Elements definition
elementos = preprocessor.getElementLoader
elementos.defaultMaterial = 'sctFibers'
elementos.dimElem = 1
elementos.defaultTag = 1
elem = elementos.newElement("zero_length_section", xc.ID([1, 2]))
# Constraints
constCont = preprocessor.getConstraintLoader #constraints container
fix_node_6dof.fixNode6DOF(constCont, 1)
fix_node_6dof.Nodo6DOFMovXGiroYLibres(constCont, 2)
# Loads definition
cargas = preprocessor.getLoadLoader #loads container
casos = cargas.getLoadPatterns
#Load modulation.
ts = casos.newTimeSeries("constant_ts", "ts")
casos.currentTimeSeries = "ts"
#Load case definition
lp0 = casos.newLoadPattern("default", "0")
pointLoad = xc.Vector([0, 0, 0, 0, M_y, 0])
lp0.newNodalLoad(2, pointLoad) #applies the point load on node 2
#We add the load case to domain.
casos.addToDomain("0") #reads load pattern "0" and adds it to the domain
reinforcementSup.p1= geom.Pos2d(cover-width/2.0,depth/2.0-cover) # Armadura superior.
reinforcementSup.p2= geom.Pos2d(width/2.0-cover,depth/2.0-cover)
materiales= preprocessor.getMaterialLoader
secHA= materiales.newMaterial("fiber_section_3d","secHA")
fiberSectionRepr= secHA.getFiberSectionRepr()
fiberSectionRepr.setGeomNamed("geomSecHA")
secHA.setupFibers()
banco_pruebas_scc3d.modeloSecc3d(preprocessor, "secHA")
# Constraints
coacciones= preprocessor.getConstraintLoader
fix_node_6dof.fixNode6DOF(coacciones,1)
fix_node_6dof.Nodo6DOFMovXGiroYLibres(coacciones,2)
# Loads definition
cargas= preprocessor.getLoadLoader
casos= cargas.getLoadPatterns
#Load modulation.
ts= casos.newTimeSeries("constant_ts","ts")
casos.currentTimeSeries= "ts"
#Load case definition
lp0= casos.newLoadPattern("default","0")
lp0.newNodalLoad(2,xc.Vector([NDato,0,0,0,MyDato,0]))
#We add the load case to domain.
casos.addToDomain("0")