111111S11sections1select1REGION_11DEF0031geometry1Structural steel preset. FY shown as nominal class value; actual design yield strength may depend on product thickness.Structural steel preset. FY shown as nominal class value; verify thickness-dependent design value.Structural steel preset. FY shown as nominal class value; verify thickness-dependent design value.Structural steel preset. FY shown as nominal class value; verify thickness-dependent design value.Austenitic stainless steel. Strength depends on product form and condition.Austenitic stainless steel. Strength depends on product form and condition.Aluminium alloy preset. Proof/yield strength depends on product form and thickness.Aluminium alloy preset. Proof/yield strength depends on product form and thickness.Normal-weight concrete; E is the standard mean secant modulus preset. Nonlinear/cracking effects require a constitutive law beyond v46.Normal-weight concrete preset.Normal-weight concrete preset.Normal-weight concrete preset.Normal-weight concrete preset.Normal-weight concrete preset.Softwood strength class. Longitudinal modulus stored as E1 for the current axial/bending operator.Softwood strength class. Longitudinal modulus stored as E1.Softwood strength class. Longitudinal modulus stored as E1.Homogeneous glued laminated timber preset.Homogeneous glued laminated timber preset.Reference elastic preset. Glass design strength is not a single universal material constant; treatment, surface, edge, load duration and product standard matter.Reference elastic preset. Toughening changes design strength, not the basic elastic modulus used here.Reference only. Masonry modulus depends strongly on units, mortar, direction and declared masonry strength.Reference only. Verify manufacturer and masonry system values.Reference only. Natural stone properties vary substantially by quarry, fabric and test direction.Reference only. Verify tested product values.Reference elastic preset. Strongly temperature-, duration- and formulation-dependent.Reference elastic preset. Verify grade, temperature and load duration.Reference elastic preset. Viscoelastic/time-dependent behavior is not represented by scalar E alone.Reference elastic preset. Moisture and temperature strongly affect properties.Reference elastic preset; elastic modulus varies with graphite structure and stress level.Reference elastic preset; strength depends on temper.UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0UNRESOLVED0RIKI CAD