| __init__(self, name, b, h, Ms, Vs, linearDensity, wood) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| materials::awc_nds::AWCNDS_materials::WoodRectangularSection.__init__(self, name, b, h, Cr=1.0) | materials.awc_nds.AWCNDS_materials.WoodRectangularSection | |
| materials::awc_nds::AWCNDS_materials::WoodSection.__init__(self, name, Cr=1.0) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| checkBiaxialBendingForElement(self, elem, nmbComb) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| checkUniaxialBendingForElement(self, elem, nmbComb) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| checkYShearForElement(self, elem, nmbComb) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| checkZShearForElement(self, elem, nmbComb) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| Cr (defined in materials.awc_nds.AWCNDS_materials.WoodSection) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| defElasticShearSection2d(self, preprocessor, overrideRho=None) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| defElasticShearSection3d(self, preprocessor, overrideRho=None) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| defXCMaterial(self, overrideRho=None) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| getAxialEfficiency(self, Nd, chiN) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getBiaxialBendingEfficiency(self, Nd, Myd, Mzd, FcE=None, FbE=None, chiN=1.0, chiLT=1.0) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getCompressiveStrength(self) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getFb(self) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| getFbAdj(self, majorAxis=True) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| getFcAdj(self) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| getFlexuralEfficiency(self, Md, chiLT, majorAxis=True) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getFlexuralStrength(self, majorAxis=True, chiLT=1.0) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getFv(self) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| getFvAdj(self) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| getLinearDensity(self) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| getRequiredRestraint(self) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getShearStrength(self, majorAxis=True) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getTensileStrength(self) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getYShearEfficiency(self, Vy) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| getZShearEfficiency(self, Vz) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| Ms (defined in materials.awc_nds.AWCNDS_materials.HeaderSection) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| name (defined in materials.awc_nds.AWCNDS_materials.WoodSection) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| nu (defined in materials.awc_nds.AWCNDS_materials.HeaderSection) | materials.awc_nds.AWCNDS_materials.HeaderSection | static |
| rho (defined in materials.awc_nds.AWCNDS_materials.HeaderSection) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| setupULSControlVars(self, elems, chiN=1.0, chiLT=1.0, FcE=(0.0, 0.0), FbE=0.0) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| updateLoadDurationFactor(self, CD) | materials.awc_nds.AWCNDS_materials.WoodSection | |
| Vs (defined in materials.awc_nds.AWCNDS_materials.HeaderSection) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| wood (defined in materials.awc_nds.AWCNDS_materials.HeaderSection) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| xc_section (defined in materials.awc_nds.AWCNDS_materials.HeaderSection) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
| xc_wood_material (defined in materials.awc_nds.AWCNDS_materials.HeaderSection) | materials.awc_nds.AWCNDS_materials.HeaderSection | |
