# Results enumerates
**Enumerate**: Header results
| **Item Name** | **Description** |
:- | :- 
Name | Load case name (Name)
Equation | Linear equation that defines the combination created (Combination)
AnalysisType | Type of analysis to execute (Analysis)
CalculusType | Type of calculus (Calculus)
CFVersion | CivilFEM version in which it has created the results file (CivilFEM version)
Id | Unique identification number for the model (solve) (Id solve)
IdMesh | Unique identification number for the model (mesh) (Id mesh)
IdNodes | Identifier by number of nodes (Id number of nodes)
IdElements | Identifier by number of elements (Id number of elements)
Increment | Increment (Increment)
Tincrement | Time at the end of the increment (Time inc.)
TLoadActTime | Calculation variable used to define the load increments (Calculation time)
TLoadCalendarTime | Time at which the loads will be applied (Calendar time)
MassX | Mass in the X direction (MassX)
MassY | Mass in the Y direction (MassY)
MassZ | Mass in the Z direction (MassZ)
SSRMFactor | SSRM Safety Factor (SSRM Factor)
ResultsFileChecked | File contains the static results for checking (Results file)
CheckResultsFileChecked | File contains the checking results (Checking Results file)
EntitiesCheck | Type of entities have been checked (Type of structure)
StructureCheck | Structure steel/reinforced concrete/prestressed concrete (Type of check)
TypeLoad | Type of load checked (Type of load)
TypeCheck | Check/design (Type of check)
Code | Code checked/design (Code)
Mode | Mode of vibration (Mode)
Fr | Mode's frequency (Frequency)
T | Mode's period (Period)
TauTX | Participation factor in X direction (displacement) (τtx)
TauTY | Participation factor in Y direction (displacement) (τty)
TauTZ | Participation factor in Z direction (displacement) (τtz)
TauRX | Participation factor in X direction (rotation) (τrx)
TauRY | Participation factor in Y direction (rotation) (τry)
TauRZ | Participation factor in Z direction (rotation) (τrz)
MeffTX | Effective mass on X direction (displacement) (meffTX)
MeffTY | Effective mass on Y direction (displacement) (meffTY)
MeffTZ | Effective mass on Z direction (displacement) (meffTZ)
XYZMeffT | Summation of the effective masses in all directions  (∑ MeffT)
MeffRX | Effective mass on X direction (rotation) (meffRX)
MeffRY | Effective mass on Y direction (rotation) (meffRY)
MeffRZ | Effective mass on Z direction (rotation) (meffRZ)
BucklingMode | Buckling mode (mode)
BucklingLoadFactor | Buckling load factor (Eigenvalue)
HighCycleCount | High cycle count (High cycle count)

**Enumerate**: Beam results
| **Item Name** | **Description** |
:- | :- 
Sx | X component of stress (Sx)
Sxy | XY component of stress (Sxy)
Szx | ZX component of stress (Szx)
SP1 | Minimum principal stress (SP1)
SP2 | Intermediate principal stress (SP2)
SP3 | Maximum principal stress (SP3)
MISES | von Mises equivalent stress (Mises)
PRES | Equivalent pressure stress (Pressure)
Ex | X component of strain (Ex)
Exy | XY component of strain (Exy)
Ezx | ZX component of strain (Ezx)
EEx | X component of elastic strain (EEx)
EExy | XY component of elastic strain (EExy)
EEzx | ZX component of elastic strain (EEzx)
PEx | X component of plastic strain (PEx)
PExy | XY component of plastic strain (PExy)
PEzx | ZX component of plastic strain (PEzx)
TEx | X component of thermal strain (TEx)
TExy | XY component of thermal strain (TExy)
TEzx | ZX component of thermal strain (TEzx)
CrpEx | X component of creep strain (CrpEx)
CrpExy | XY component of creep strain (CrpExy)
CrpEzx | ZX component of creep strain (CrpEzx)
PEEQ | Equivalent plastic strain (PEEQ)
EP1 | Minimum principal strain (EP1)
EP2 | Intermediate principal strain (EP2)
EP3 | Maximum principal strain (EP3)
SF1 | Axial force (Fx)
SF2 | Transverse shear force in the local Y-direction (Fy)
SF3 | Transverse shear force in the local Z-direction (Fz)
SM1 | Bending moment about the local Y-axis (My)
SM2 | Bending moment about the local Z-axis (Mz)
SM3 | Torsional moment about the beam axis (Mx)
SM4 | Bimoment (Bw)
SF1_I | Axial force (isostatic) (Fx_I)
SF2_I | Transverse shear force (isostatic) in the local Y-direction (Fy_I)
SF3_I | Transverse shear force (isostatic) in the local Z-direction (Fz_I)
SM1_I | Bending moment (isostatic) about the local Y-axis (My_I)
SM2_I | Bending moment (isostatic) about the local Z-axis (Mz_I)
SM3_I | Twisting moment (isostatic) about the beam axis (Mx_I)
SF1_H | Axial force (hyperstatic) (Fx_H)
SF2_H | Transverse shear force (hyperstatic) in the local Y-direction (Fy_H)
SF3_H | Transverse shear force (hyperstatic) in the local Z-direction (Fz_H)
SM1_H | Bending moment (hyperstatic) about the local Y-axis (My_H)
SM2_H | Bending moment (hyperstatic) about the local Z-axis (Mz_H)
SM3_H | Twisting moment (hyperstatic) about the beam axis (Mx_H)
SE1 | Axial strain (SEx)
SE2 | Transverse shear strain in the local Y-direction (SEy)
SE3 | Transverse shear strain in the local Z-direction (SEz)
SK1 | Curvature about the local Y-axis (SKy)
SK2 | Curvature about the local Z-axis (SKz)
SK3 | Twist about the local X-axis (SKx)
SK4 | Bicurvature (SKw)
TEMP | Temperature (at integration point) (TEMP)

**Enumerate**: Truss results
| **Item Name** | **Description** |
:- | :- 
Sx | X component of stress (Sx)
MISES | von Mises equivalent stress (Mises)
PRES | Equivalent pressure stress (Pressure)
Ex | X component of strain (Ex)
EEx | X component of elastic strain (EEx)
PEx | X component of plastic strain (PEx)
TEx | X component of thermal strain (TEx)
CrpEx | X component of creep strain (CrpEx)
PEEQ | Equivalent plastic strain (PEEQ)
SF1 | Axial force (Fx)
TGRx | X component of thermal gradient (TGRx)
TGRy | Y component of thermal gradient (TGRy)
TGRz | Z component of thermal gradient (TGRz)
HFLx | X component of thermal flux (HFLx)
HFLy | Y component of thermal flux (HFLy)
HFLz | Z component of thermal flux (HFLz)
HYDFLx | X component of hydraulic flux (HYDFLx)
HYDFLy | Y component of hydraulic flux (HYDFLy)
HYDFLz | Z component of hydraulic flux (HYDFLz)
TEMP | Temperature (at integration point) (TEMP)

**Enumerate**: Shell results
| **Item Name** | **Description** |
:- | :- 
Sx | X component of stress (Sx)
Sy | Y component of stress (Sy)
Sxy | XY component of stress (Sxy)
Syz | YZ component of stress (Syz)
Szx | ZX component of stress (Szx)
SP1 | Minimum principal stress (SP1)
SP2 | Intermediate principal stress (SP2)
SP3 | Maximum principal stress (SP3)
MISES | von Mises equivalent stress (Mises)
TRESCA | Tresca equivalent stress (Tresca)
PRES | Equivalent pressure stress (Pressure)
Ex | X component of strain (Ex)
Ey | Y component of strain (Ey)
Exy | XY component of strain (Exy)
Eyz | YZ component of strain (Eyz)
Ezx | ZX component of strain (Ezx)
CEx | X component of cracking strain (CEx)
CEy | Y component of cracking strain (CEy)
CExy | XY component of cracking strain (CExy)
CEyz | YZ component of cracking strain (CEyz)
CEzx | ZX component of cracking strain (CEzx)
EEx | X component of elastic strain (EEx)
EEy | Y component of elastic strain (EEy)
EExy | XY component of elastic strain (EExy)
EEyz | YZ component of elastic strain (EEyz)
EEzx | ZX component of elastic strain (EEzx)
PEx | X component of plastic strain (PEx)
PEy | Y component of plastic strain (PEy)
PExy | XY component of plastic strain (PExy)
PEyz | YZ component of plastic strain (PEyz)
PEzx | ZX component of plastic strain (PEzx)
TEx | X component of thermal strain (TEx)
TEy | Y component of thermal strain (TEy)
TExy | XY component of thermal strain (TExy)
TEyz | YZ component of thermal strain (TEyz)
TEzx | ZX component of thermal strain (TEzx)
CrpEx | X component of creep strain (CrpEx)
CrpEy | Y component of creep strain (CrpEy)
CrpExy | XY component of creep strain (CrpExy)
CrpEyz | YZ component of creep strain (CrpEyz)
CrpEzx | ZX component of creep strain (CrpEzx)
PEEQ | Equivalent plastic strain (PEEQ)
EP1 | Minimum principal strain (EP1)
EP2 | Intermediate principal strain (EP2)
EP3 | Maximum principal strain (EP3)
CKEP1 | Minimum principal cracking strain (CKEP1)
CKEP2 | Intermediate principal cracking strain (CKEP2)
CKEP3 | Maximum principal cracking strain (CKEP3)
SF1 | Direct membrane force per width unit in local X-direction (Tx)
SF2 | Direct membrane force per width unit in local Y-direction (Ty)
SF3 | Shear membrane force per width unit in local XY plane (Txy)
SF4 | Transverse shear force per width unit in local Y-direction (Ny)
SF5 | Transverse shear force per width unit in local X-direction (Nx)
SM1 | Bending moment force per width unit about local Y-axis (Mx)
SM2 | Bending moment force per width unit about local X-axis (My)
SM3 | Twisting moment force per width unit in local XY plane (Mxy)
SE1 | Direct membrane strain in local X-direction (SEx)
SE2 | Direct membrane strain in local Y-direction (SEy)
SE3 | Shear membrane strain in local XY plane (SExy)
SE4 | Transverse shear strain in the local YZ plane (SEyz)
SE5 | Transverse shear strain in the local XZ plane (SExz)
SK1 | Curvature about the local Y-axis (SKx)
SK2 | Curvature about the local X-axis (SKy)
SK3 | Surface twist in local XY plane (SKxy)
SThk | Current section thickness  (SThk)
TGRx | X component of thermal gradient (TGRx)
TGRy | Y component of thermal gradient (TGRy)
TGRz | Z component of thermal gradient (TGRz)
HFLx | X component of thermal flux (HFLx)
HFLy | Y component of thermal flux (HFLy)
HFLz | Z component of thermal flux (HFLz)
HYDFLx | X component of hydraulic flux (HYDFLx)
HYDFLy | Y component of hydraulic flux (HYDFLy)
HYDFLz | Z component of hydraulic flux (HYDFLz)
TEMP | Temperature (at integration point) (TEMP)
FI_1 | First Failure Index (FI_1)
FI_2 | Second Failure Index (FI_2)
FI_3 | Third Failure Index (FI_3)
FI_4 | Fourth Failure Index (FI_4)
FI_5 | Fifth Failure Index (FI_5)
FI_6 | Sixth Failure Index (FI_6)

**Enumerate**: Solid results
| **Item Name** | **Description** |
:- | :- 
Sx | X component of stress (Sx)
Sy | Y component of stress (Sy)
Sz | Z component of stress (Sz)
Sxy | XY component of stress (Sxy)
Syz | YZ component of stress (Syz)
Szx | ZX component of stress (Szx)
SxEff | X component of effective stress (Sx Effective)
SyEff | Y component of effective stress (Sy Effective)
SzEff | Z component of effective stress (Sz Effective)
MISES | von Mises equivalent stress (Mises)
MISESEff | von Mises equivalent effecive stress (Mises Effective)
PRES | Equivalent pressure stress (Pressure)
PRESEff | Equivalent pressure effective stress (Pressure Effective)
SP1 | Minimum principal stress (SP1)
SP1Eff | Minimum principal effective stress (SP1 Effective)
SP2 | Intermediate principal stress (SP2)
SP2Eff | Intermediate principal effective stress (SP2 Effective)
SP3 | Maximum principal stress (SP3)
SP3Eff | Maximum principal effective stress (SP3 Effective)
Ex | X component of strain (Ex)
Ey | Y component of strain (Ey)
Ez | Z component of strain (Ez)
Exy | XY component of strain (Exy)
Eyz | YZ component of strain (Eyz)
Ezx | ZX component of strain (Ezx)
CEx | X component of cracking strain (CEx)
CEy | Y component of cracking strain (CEy)
CEz | Z component of cracking strain (CEz)
CExy | XY component of cracking strain (CExy)
CEyz | YZ component of cracking strain (CEyz)
CEzx | ZX component of cracking strain (CEzx)
EEx | X component of elastic strain (EEx)
EEy | Y component of elastic strain (EEy)
EEz | Z component of elastic strain (EEz)
EExy | XY component of elastic strain (EExy)
EEyz | YZ component of elastic strain (EEyz)
EEzx | ZX component of elastic strain (EEzx)
PEx | X component of plastic strain (PEx)
PEy | Y component of plastic strain (PEy)
PEz | Z component of plastic strain (PEz)
PExy | XY component of plastic strain (PExy)
PEyz | YZ component of plastic strain (PEyz)
PEzx | ZX component of plastic strain (PEzx)
TEx | X component of thermal strain (TEx)
TEy | Y component of thermal strain (TEy)
TEz | Z component of thermal strain (TEz)
TExy | XY component of thermal strain (TExy)
TEyz | YZ component of thermal strain (TEyz)
TEzx | ZX component of thermal strain (TEzx)
CrpEx | X component of creep strain (CrpEx)
CrpEy | Y component of creep strain (CrpEy)
CrpEz | Z component of creep strain (CrpEz)
CrpExy | XY component of creep strain (CrpExy)
CrpEyz | YZ component of creep strain (CrpEyz)
CrpEzx | ZX component of creep strain (CrpEzx)
PEEQ | Equivalent plastic strain (PEEQ)
EP1 | Minimum principal strain (EP1)
EP2 | Intermediate principal strain (EP2)
EP3 | Maximum principal strain (EP3)
CKEP1 | Minimum principal cracking strain (CKEP1)
CKEP2 | Intermediate principal cracking strain (CKEP2)
CKEP3 | Maximum principal cracking strain (CKEP3)
TGRx | X component of thermal gradient (TGRx)
TGRy | Y component of thermal gradient (TGRy)
TGRz | Z component of thermal gradient (TGRz)
TGR | Thermal gradient (TGR)
HFLx | X component of heat flux (HFLx)
HFLy | Y component of heat flux (HFLy)
HFLz | Z component of heat flux (HFLz)
HFL | Heat flux (HFL)
HYDFLx | X component of hydraulic flux (HYDFLx)
HYDFLy | Y component of hydraulic flux (HYDFLy)
HYDFLz | Z component of hydraulic flux (HYDFLz)
HYDFL | Hydraulic flux (HYDFL)
TEMP | Temperature (at integration point) (TEMP)
FI_1 | First Failure Index (FI_1)
FI_2 | Second Failure Index (FI_2)
FI_3 | Third Failure Index (FI_3)
FI_4 | Fourth Failure Index (FI_4)
FI_5 | Fifth Failure Index (FI_5)
FI_6 | Sixth Failure Index (FI_6)
EM | Elastic Modulus (Stress dependent) (EM)

**Enumerate**: Node results
| **Item Name** | **Description** |
:- | :- 
UTx | X-component of displacement (UTx)
UTy | Y-component of displacement (UTy)
UTz | Z-component of displacement (UTz)
UT | Total displacement (UT)
URx | X-component of rotation (URx)
URy | Y-component of rotation (URy)
URz | Z-component of rotation (URz)
UR | Total rotation (UR)
RFx | X-component of reaction force (RFx)
RFy | Y-component of reaction force (RFy)
RFz | Z-component of reaction force (RFz)
RF | Total reaction force (RF)
RMx | X-component of reaction moment (RMx)
RMy | Y-component of reaction moment (RMy)
RMz | Z-component of reaction moment (RMz)
RM | Total reaction moment (RM)
MTx | Effective modal mass per node in X-component (displacement) (MTx)
MTy | Effective modal mass per node in Y-component (displacement) (MTy)
MTz | Effective modal mass per node in Z-component (displacement) (MTz)
MRx | Effective modal mass per node in X-component (rotation) (MRx)
MRy | Effective modal mass per node in Y-component (rotation) (MRy)
MRz | Effective modal mass per node in Z-component (rotation) (MRz)
CPRESSx | X-component of contact normal stress (CPRESSx)
CPRESSy | Y-component of contact normal stress (CPRESSy)
CPRESSz | Z-component of contact normal stress (CPRESSz)
CPRESS | Total contact normal stress (CPRESS)
CSHEARx | X-component of contact shear stress (CSHEARx)
CSHEARy | Y-component of contact shear stress (CSHEARy)
CSHEARz | Z-component of contact shear stress (CSHEARz)
CSHEAR | Total contact shear stress (CSHEAR)
CNORMFx | X-component of contact normal force (CNORMFx)
CNORMFy | Y-component of contact normal force (CNORMFy)
CNORMFz | Z-component of contact normal force (CNORMFz)
CNORMF | Total contact normal force (CNORMF)
CSHEARFx | X-component of contact shear force (CSHEARFx)
CSHEARFy | Y-component of contact shear force (CSHEARFy)
CSHEARFz | Z-component of contact shear force (CSHEARFz)
CSHEARF | Total contact shear force (CSHEARF)
CSTATUS | Contact status (CSTATUS)
CBREAKIND | Contact breaking index (CBREAKIND)
VTx | X-component of translational velocity (VTx)
VTy | Y-component of translational velocity (VTy)
VTz | Z-component of translational velocity (VTz)
VT | Total translational velocity (VT)
ATx | X-component of translational acceleration (ATx)
ATy | Y-component of translational acceleration (ATy)
ATz | Z-component of translational acceleration (ATz)
AT | Total translational acceleration (AT)
VRx | X-component of rotational velocity (VRx)
VRy | Y-component of rotational velocity (VRy)
VRz | Z-component of rotational velocity (VRz)
VR | Total rotational velocity (VR)
ARx | X-component of rotational acceleration (ARx)
ARy | Y-component of rotational acceleration (ARy)
ARz | Z-component of rotational acceleration (ARz)
AR | Total rotational acceleration (AR)
NT | Temperature (NT)
NTtop | Top temperature (NTtop)
NTbottom | Bottom temperature (NTbottom)
NTavg | Average temperature (NTavg)
H | Hydraulic head (H)
RFL | Flux reaction (Flux)
PP | Pore water pressure (PP)
G | VCCT Energy Release (G)
G_I | VCCT Energy Release mode I (G_I)
G_II | VCCT Energy Release mode II (G_II)
G_III | VCCT Energy Release mode III (G_III)
CrackG | Accumulated Crack Growth (CrackG)
CSFProjx | X-component of contact stress free projection (CSFProjx)
CSFProjy | Y-component of contact stress free projection (CSFProjy)
CSFProjz | Z-component of contact stress free projection (CSFProjz)
TyingFx | X-component of tying force (TyingFx)
TyingFy | Y-component of tying force (TyingFy)
TyingFz | Z-component of tying force (TyingFz)
TyingMx | X-component of tying moment (TyingMx)
TyingMy | Y-component of tying moment (TyingMy)
TyingMz | Z-component of tying moment (TyingMz)
TyingF | Total tying force (TyingF)
TyingM | Total tying moment (TyingM)

**Enumerate**: Shell checking results
| **Item Name** | **Description** |
:- | :- 
ASTX | Reinforcement amount at X top (ASTX)
ASTY | Reinforcement amount at Y top (ASTY)
ASBX | Reinforcement amount at X bottom (ASBX)
ASBY | Reinforcement amount at Y bottom (ASBY)
ASSH | Area per area unit of shear reinforcement (ASSH)
ASST | Needed longitudinal reinforcement increase, top surface (ASST)
ASSB | Needed longitudinal reinforcement increase, bottom surface (ASSB)
CRTASTX | Reinforcement amount criterion at X top (CRTASTX)
CRTASTY | Reinforcement amount criterion at Y top (CRTASTY)
CRTASBX | Reinforcement amount criterion at X bottom (CRTASBX)
CRTASBY | Reinforcement amount criterion at Y bottom (CRTASBY)
CRTTOT | Total criterion (CRT_TOT)
MXT | Design bending moment at X top (MXT)
MXB | Design bending moment at X bottom (MXB)
MYT | Design bending moment at Y top (MYT)
MYB | Design bending moment at Y bottom (MYB)
MCHECK | Bending moment used to evaluate the criterion (M)
NCHECK | Axial force used to evaluate the criterion (N)
MTOP | Bending moment used to design, top surface (MT)
NTOP | Axial force used to design, top surface (NT)
MBOTTOM | Bending moment used to design, bottom surface (MB)
NBOTTOM | Axial force used to design, bottom surface (NB)
CRT_T | Design criterion for top surface (CRT_T)
CRT_B | Design criterion for bottom surface (CRT_B)
DSG_CRT | Total design criterion (DSG_CRT)
CRT_X | Criterion for X direction (CRT_X)
CRT_Y | Criterion for Y direction (CRT_Y)
DSGCRTX | Design criterion for X direction (DSGCRTX)
DSGCRTY | Design criterion for Y direction (DSGCRTY)
FCMAX | Concrete maximum compression (FCMAX)
CRTFC | Concrete maximum compression criterion (CRTFC)
VRD | Shear strength (VRD1)
CRTVRD | Shear strength criterion (CRTVRD)
VRD1 | Design shear resistance without considering the reinforcement in the vertex (VRd1) (VRD1)
CRVRD1 | Ratio of the design shear force (VSd) to the resistance VRd1 (CRVRD1)
VRD2 | Maximum design shear force that can be carried without the crushing of concrete compressed struts (VRd2) (VRD2)
CRVRD2 | Ratio of the design shear force (VSd) to the resistance VRd2 (CRVRD2)
VRD3 | Design shear resistance that can support a shell with shear reinforcement (VRd3) (VRD3)
CRVRD3 | Ratio of the design shear force (VSd) to the resistance VRd3 (CRVRD3)
VWD | Contribution of the necessary shear reinforcement (VWD)
VRDC | Design shear resistance without considering the reinforcement in the section (VRd,c) (VRDC)
CRT_1 | Ratio of the design shear force (VEd) to the resistance VRd,c (CRT_1)
VRDS | Design shear resistance of shear reinforcement (VRd,s) (VRDS)
CRT_2 | Ratio of the shear force VEd to the resistance VRd,s (CRT_2)
VRDMAX | Maximum design shear force that can be carried without the crushing of concrete compressed struts (VRd,max) (VRDMAX)
CRT_3 | Ratio of the shear force VEd to the resistance VRd,max (CRT_3)
VU1 | Ultimate shear resistance due to oblique compression of concrete in web (VU1)
CRTVU1 | Ratio of the design shear (Vrd) to the resistance Vu1 (CRTVU1)
VCU | Contribution of concrete to shear resistance (VCU)
VSU | Contribution of the web shear transverse reinforcement to the shear resistance (VSU)
VU2 | Ultimate shear resistance due to tension in the web (VU2)
CRTVU2 | Ratio of the design shear (Vrd) to the resistance Vu2 (CRTVU2)
VC_X | Shear strength provided by concrete, X direction (VC_X)
VS_X | Shear strength provided by shear reinforcement, X direction (VS_X)
VN_X | Nominal shear resistance, X direction (VN_X)
VFI_X | Product of the nominal shear strength by the strength reduction factor, X direction (VFI_X)
CRT_X_ACI | Ratio of the design shear (Vu) to the product of the shear nominal strength by the strength reduction factor ΦVn, X direction (CRT_X)
VC_Y | Shear strength provided by concrete, Y direction (VC_Y)
VS_Y | Shear strength provided by shear reinforcement, Y direction (VS_Y)
VN_Y | Nominal shear resistance, Y direction (VN_Y)
VFI_Y | Product of the nominal shear strength by the strength reduction factor, Y direction (VFI_Y)
CRT_Y_ACI | Ratio of the design shear (Vu) to the product of the shear nominal strength by the strength reduction factor ΦVn, Y direction (CRT_Y)
ASSH_X | Area per unit area of shear reinforcement,X direction (ASSH_X)
ASSH_Y | Area per unit area of shear reinforcement,Y direction (ASSH_Y)
CRT_1_X | (Design shear)/Phi•(Nominal Shear) ratio, X direction (CRT_1_X)
CRT_2_X | Maximum strength ratio, X direction (CRT_2_X)
CRT_3_X | Minimum reinforcement/Design reinforcement ratio, Y direction (CRT_3_X)
CRT_1_Y | (Design shear)/Phi•(Nominal Shear) ratio, Y direction (CRT_1_Y)
CRT_2_Y | Maximum strength ratio, Y direction (CRT_2_Y)
CRT_3_Y | Minimum reinforcement/Design reinforcement ratio, Y direction (CRT_3_Y)
AIPSS_X |  Area per unit length of in-plane shear reinforcement, X direction (AIPSS_X)
AIPSS_Y |  Area per unit length of in-plane shear reinforcement, Y direction (AIPSS_Y)
CRK_SIGMA_X | Maximum tensile stress in X (SIGMA_X)
CRK_WK_X | Design crack width in X (WK_X)
CRK_SRMAX_X | Maximum spacing between cracks in X (SRMAX_X)
CRK_EM_X | Difference between the mean strain in the reinforcement and the mean strain in concrete in X (EM_X)
CRK_POS_X | Cracking position inside the section: 1-> Upper fiber;-1->Lower fiber;0-> Upper and lower fiber in X (POS_X)
RHOR_X_T | Effective reinforcement ratio X direction (TOP) (RHOr_X_T)
RHOR_X_B | Effective reinforcement ratio X direction (BOTTOM) (RHOr_X_B)
CRTTOT_X | Total criterion in X (CRT_TOT_X)
CRK_SIGMA_X_T | Maximum tensile stress on X direction (TOP) (CRK_SIGMA_X_T)
CRK_WK_X_T | Design crack width on X direction (TOP) (CRK_WK_X_T)
CRK_SRMAX_X_T | Maximum crack spacing on X direction (TOP) (CRK_SRMAX_X_T)
CRK_EM_X_T | Difference between the mean strain in reinf.and concrete(X TOP) (CRK_EM_X_T)
CRTTOT_X_T | Cracking criterion on X direction (TOP) (CRTTOT_X_T)
CRK_SIGMA_X_B | Maximum tensile stress on X direction (BOTTOM) (CRK_SIGMA_X_B)
CRK_WK_X_B | Design crack width on X direction (BOTTOM) (CRK_WK_X_B)
CRK_SRMAX_X_B | Maximum crack spacing on X direction (BOTTOM) (CRK_SRMAX_X_B)
CRK_EM_X_B | Difference between the mean strain in reinf.and concrete(X BOTTOM) (CRK_EM_X_B)
CRTTOT_X_B | Cracking criterion on X direction (BOTTOM) (CRTTOT_X_B)
COMP_X | Maximum compressive stresses in the concrete on X direction (COMP_X)
CRK_SIGMA_Y | Maximum tensile stress in Y (SIGMA_Y)
CRK_WK_Y | Design crack width in Y (WK_Y)
CRK_SRMAX_Y | Maximum spacing between cracks in Y (SRMAX_Y)
CRK_EM_Y | Difference between the mean strain in the reinforcement and the mean strain in concrete in Y (EM_Y)
CRK_POS_Y | Cracking position inside the section: 1-> Upper fiber;-1->Lower fiber;0-> Upper and lower fiber in Y (POS_Y)
RHOR_Y_T | Effective reinforcement ratio Y direction (TOP) (RHOr_Y_T)
RHOR_Y_B | Effective reinforcement ratio Y direction (BOTTOM) (RHOr_Y_B)
CRTTOT_Y | Total criterion in Y (CRT_TOT_Y)
CRK_SIGMA_Y_T | Maximum tensile stress on Y direction (TOP) (CRK_SIGMA_Y_T)
CRK_WK_Y_T | Design crack width on Y direction (TOP) (CRK_WK_Y_T)
CRK_SRMAX_Y_T | Maximum crack spacing on Y direction (TOP) (CRK_SRMAX_Y_T)
CRK_EM_Y_T | Difference between the mean strain in reinf.and concrete(Y TOP) (CRK_EM_Y_T)
CRTTOT_Y_T | Cracking criterion on Y direction (TOP) (CRTTOT_Y_T)
CRK_SIGMA_Y_B | Maximum tensile stress on Y direction (BOTTOM) (CRK_SIGMA_Y_B)
CRK_WK_Y_B | Design crack width on Y direction (BOTTOM) (CRK_WK_Y_B)
CRK_SRMAX_Y_B | Maximum crack spacing on Y direction (BOTTOM) (CRK_SRMAX_Y_B)
CRK_EM_Y_B | Difference between the mean strain in reinf.and concrete(Y BOTTOM) (CRK_EM_Y_B)
CRTTOT_Y_B | Cracking criterion on Y direction (BOTTOM) (CRTTOT_Y_B)
COMP_Y | Maximum compressive stresses in the concrete on Y direction (COMP_Y)
CRK_S_X | Design reinforcement spacing in X (S_X)
CRK_S_Y | Design reinforcement spacing in Y (S_Y)
CRK_FS_X | Reinforcement stress in X (FS_X)
CRK_FS_Y | Reinforcement stress in Y (FS_Y)

**Enumerate**: Concrete beam checking results
| **Item Name** | **Description** |
:- | :- 
CRTTOT | Total criterion (CRT_TOT)
REINFACT | Longitudinal reinforcement factor (REINFACT)
SCALAREA | Total area of scalable reinforcement defined in the section times reinforcement factor (SCALAREA)
ASSH |  Area per length unit of defined shear reinforcement (ASSH)
ASTT | Area per length unit of torsional transverse reinforcement (ASTT)
ASLT | Total area of torsional longitudinal reinforcement (ASLT)
CRTSHR | Shear criterion (CRTSHR)
CRTTRS | Torsional criterion (CRTTRS)
VRD1 | Design shear resistance without considering the reinforcement in the section (VRD1)
CRVRD1 | Ratio of the design shear force (VSd) to the resistance VRd1 (CRVRD1)
VRD2 | Maximum design shear force that can be carried without the crushing of concrete compressed struts (VRD2)
CRVRD2 | Ratio of the design shear force (VSd) to the resistance VRd2 (CRVRD2)
VWD | Contribution of the necessary shear reinforcement (VWD)
VRD3 | Design shear resistance that can support a section with shear reinforcement (VRD3)
CRVRD3 | Ratio of the design shear force (VSd) to the resistance VRd3 (CRVRD3)
TENS | Tensile stress in bending reinforcement (TENS)
TRD1 | Maximum torsional moment that can be resisted by the compression struts of the concrete (TRD1)
CRTRD1 | Ratio of the design torsional moment (TSd) to the resistance TRd1 (CRTRD1)
TRD2 | Maximum torsional moment that can be resisted by the torsional reinforcement (TRD2)
CRTRD2 | Ratio of the design torsional moment (TSd) to the resistance TRd2 (CRTRD2)
ALT | Required torsional longitudinal reinforcement (ALT)
CRTALT | Ratio of the torsional longitudinal reinforcement required to the defined torsional longitudinal reinforcement  (CRTALT)
CRTCST | Criterion for the ultimate compression strength of the concrete due to combined shear and torsion (CRTCST)
VRDC | Design shear resistance without considering the reinforcement in the section (VRd,c) (VRDC)
VRDF | Design shear resistance of FRC without considering the reinforcement in the section (VRd,f) (VRDF)
CRTVRDC | Ratio of the design shear force (VEd) to the resistance (VRd,c or VRd,f) (CRT_1)
VRDS | Design shear resistance of shear reinforcement (VRd,s) (VRDS)
CRTVRDS | Ratio of the shear force VEd to the resistance VRd,s (CRT_2)
VRDMAX | Maximum design shear force that can be carried without the crushing of concrete compressed struts (VRd,max) (VRDMAX)
CRTVRDMAX | Ratio of the shear force VEd to the resistance VRd,max (CRT_3)
TNSFORCE | Tensile forces in longitudinal reinforcement (TENS)
TRDMAX | Maximum torsional moment that can be resisted by the compression struts of the concrete (TRd,max) (TRDMAX)
CRTTRDMAX | Ratio of the design torsional moment (TEd) to the resistance TRd,max (CRT_4)
TRD | Maximum torsional moment that can be resisted by the torsional reinforcement (TRd) (TRD)
CRTTRD | Ratio of the moment TEd to the resistance TRd (CRT_5)
CRTSHTR | Resistance criterion to combined torsion and shear (CRT_6)
TAURDC | Design value of the shear stress resistance (τRd,c) (TAURDC)
TAURDCF | Design value of the shear stress resistance with fibber effect (τRd,cF) (TAURDCF)
TAURDCMIN | Minimum value of the shear stress resistance (τRdc,min) (TAURDC_MIN)
TAURDSY | Shear stress resistance in case of yielding of shear reinforcement (τRd,sy) (TAURDSY)
TAURDSF | Shear stress resistance in case of yielding of shear reinforcement with fibber effect(τRd,sF) (TAURDSF)
CRTTAURDC | Ratio of the design shear stress (τEd) to the resistance (τRd,c or τRd,f) (CRT_1)
CRTTAURDS | Ratio of the design shear stress (τEd) to the resistance (τRd,sy or τRd,sf) (CRT_2)
VU1 | Ultimate shear resistance due to oblique compression of concrete in web (VU1)
CRTVU1 | Ratio of the design shear (Vrd) to the resistance Vu1 (CRTVU1)
VCU | Contribution of concrete to shear resistance (VCU)
VSU | Contribution of the web shear transverse reinforcement to the shear resistance (VSU)
VU2 | Ultimate shear resistance due to tension in the web (VU2)
CRTVU2 | Ratio of the design shear (Vrd) to the resistance Vu2 (CRTVU2)
INCTENS | Increase in tension due to shear (INCTENS)
TU1 | Maximum torsional moment that can be resisted without crushing due to concrete compression  (TU1)
CRTTU1 | Ratio of the design torsional moment (TSd) to the resistance Tu1 (CRTTU1)
TU2 | Maximum torsional moment that can be resisted without crushing due to transverse reinforcement tension (TU2)
CRTTU2 | Ratio of the design torsional moment (TSd) to the resistance Tu2 (CRTTU2)
TU3 | Maximum torsional moment that can be resisted without crushing due to longitudinal reinforcement tension (TU3)
CRTTU3 | Ratio of the design torsional moment (TSd) to the resistance Tu3 (CRTTU3)
VU1_BS | Ultimate shear due to compression of the concrete in web (VU1)
VU2_BS | Total shear strength on section (VU2)
TU1_BS | Maximum torsional moment that can be resisted by concrete (TU1)
TU2_BS | Torsional moment strength (TU2)
VC | Shear strength provided by concrete (VC)
VS | Shear resistance provided by shear reinforcement (VS)
VN | Nominal shear resistance (VN)
VFI |  Product of the nominal shear strength by the section strength reduction factor (VFI)
CRTVN | Ratio of the design shear (Vu) to the shear nominal strength Vn (CRTVN)
CRTTC | Concrete failure criterion (CRTTC)
TN | Torsional nominal resistance (TN)
ALTR | Area of torsional longitudinal reinforcement required in accordance with the defined torsion transverse reinforcement  (ALT)
TFI | Product of the nominal torsional moment strength by the section strength reduction factor (TFI)
CRTALTR | Ratio of the torsional longitudinal reinforcement required to the defined torsional longitudinal reinforcement  (CRTALT)
CRTTN | Ratio of the design torsional moment (Tu) to the nominal torsional strength (Tn) (CRTTN)
BETA1 | Partial coefficient for the strength calculation of a shear section subjected to an axial force (BETA1)
BETA2 | Partial coefficient for the strength calculation of a shear section subjected to an axial force (BETA2)
VUMAX | Web failure shear due to crushing (VUMAX)
VUC | Shear strength provided by concrete (VUC)
VUS | Shear strength provided by steel (VUS)
VU | Nominal shear strength of the section (VU)
CRTVUMAX | Relation between the calculation shear (V*) and the strength Vumax (CRTVUMAX)
CRTVU | Relation between the calculation shear (V*) and the strength Vu (CRTVU)
TUMAX | Ultimate torsional stress of the concrete web failure (TUMAX)
TUC | Torsional strength without torsional reinforcement (TUC)
TUS | Torsional strength with torsional reinforcement (TUS)
CRTTUMAX | Relation between torsional moment (T*) and strength Tumax (CRTTUMAX)
CRTWCRUS | Web crushing criterion (CRTWCRUS)
CRTTUC | Relation between torsional moment (T*) and strength Tuc (CRTTUC)
CRTTUS | Relation between torsional moment (T*) and strength Tus (CRTTUS)
CRTASLT | Relation between calculated longitudinal reinforcement area and section area (CRTASLT)
VRD1_GB | Maximum shear resistance of the cross section (VRD1)
CRVRD1_GB | Ratio of the design shear strength and VRD1 (CRVRD1)
VRD2_GB | Maximum shear resistance of the cross section (plain concrete only) (VRD2)
CRVRD2_GB | Ratio of the design shear strength and VRD2 (CRVRD2)
VS_GB | Shear strength provided by the steel (VS)
VRD3_GB | Ultimate shear strength of the section (VRD3)
CRVRD3_GB | Ratio of the design shear strength and VRD3 (CRVRD3)
TRD1_GB | Maximum torsion resistance of the cross section (TRD1)
CRTTRD1_GB | Ratio of the design torsion strength and TRD1 (CRTTRD1)
TRD2_GB | Maximum torsion resistance of the cross section (plain concrete only) (TRD2)
CRTRD2_GB | Ratio of the design torsion strength and TRD2 (CRTRD2)
TRD3_GB | Ultimate torsion strength of the section (concrete+steel) (TRD3)
CRTRD3_GB | Ratio of the design torsion strength and TRD3 (CRTRD3)
VSW | Contribution of the necessary shear reinforcement (VSW)
RSDCOR | Tensile forces in the longitudinal reinforcement (RSDCOR)
TRD2_BR | Maximum torsional moment that can be resisted by the compression struts of concrete (TRD2)
TRD3 | Maximum torsional moment that can be resisted by the transversal torsional reinforcement (TRD3)
CRTRD3 | Ratio of the design torsional moment (TSd) to the resistance TRd3 (CRTRD3)
TRD4 | Maximum torsional moment that can be resisted by the longitudinal torsional reinforcement (TRD4)
CRTRD4 | Ratio of the design torsional moment (TSd) to the resistance TRd4 (CRTRD4)
Q1 | Design shear resistance on a concrete band (Q1)
CRTQ1 | Ratio of the design shear force (Q) to the resistance Q1 (CRTQ1)
QB | Shear strength of concrete (QB)
QSW | Shear strength of stirrups (QSW)
Q2 | Shear strength on inclined section (Q2)
CRTQ2 | Ratio of the design shear force (Q) to the resistance Q2 (CRTQ2)
ASTTNEC | Necessary transverse reinforcement to support the design torsional moment (T) (ASTTNEC)
RNFRAT | Reinforcements ratio (RNFRAT)
TSW1 | Maximum torsional moment that can be resisted by the designed stirrups (TSW1)
TS1 | Maximum torsional moment that can be resisted by the designed longitudinal torsional reinforcement (TS1)
TR | Resistance torsional moment (TR)
TAOV | Nominal shear stress (TAOV)
TCMAX |  Maximum shear stress (TCMAX)
CRTCMAX | Ratio of the Nominal shear stress to the Maximum shear stress (CRTCMAX)
ATT | Needed transverse reinforcement  (ATT)
CRTATT | Ratio of the transverse reinforcement to the needed reinforcement (CRTATT)
BMT | Bending moment increase due to torsion (MT)
MEL | Equivalent bending moment (MEL)
CRTASL | Ratio of the design forces and moments and the ultimate ones (CRTASL)
TC | Design shear stress of concrete (TC)
VUT | Design shear strength of cross section (VUT)
CRVUT | Ratio of the shear force to the design shear strength (CRVUT)
CRK_SIGMA | Maximum tensile stress (SIGMA )
CRK_WK | Design crack width (WK )
CRK_SRMAX | Maximum spacing between cracks (SRMAX)
CRK_SRMAXF | Maximum spacing between cracks with fiber reinforced effect (SRMAXF)
CRK_EM | Difference between the mean strain in the reinforcement and the mean strain in concrete (EM)
CRK_POS | Cracking position inside the section: 1-> Upper fiber;-1->Lower fiber;0-> Upper and lower fiber (POS)
CRK_S | Design reinforcement spacing (S)
CRK_FS | Reinforcement stress (FS)

**Enumerate**: Steel beam checking results
| **Item Name** | **Description** |
:- | :- 
SteelBeamElementCheck | 
CRTTOT | Total criterion (CRT_TOT)
CLASS | Sections´ class (CLASS)
NSDC | Design value of the compression force (NSDC)
NCRD | Design compression resistance of the cross-section  (NCRD)
CRTN | Axial Criterion (CRT_N)
AREA | Effective area of the section  (AREA)
NSDT | Design value of the tensile force (NSDT)
NTRD | Design tension resistance of the cross-section  (NTRD)
NPLRD | Design plastic resistance of the gross cross-section (NPLRD)
NURD | Design ultimate resistance (NURD)
MSD | Design value of the bending moment (MSD)
MCRD | Design moment resistance of the cross-section (MCRD)
CRTM | Bending Criterion (CRT_M)
W | Used section modulus (W)
VSD | Design value of the shear force (VSD)
VPLRD | Design plastic shear resistance (VPLRD)
CRTS | Shear Criterion (CRT_S)
SAREA | Shear area (S_AREA)
MVRD | Reduced design resistance of the cross-section (MVRD)
CRTBS | Bending and Shear Criterion (CRT_BS)
RHO | Reduction factor (RHO)
T | Design value of the tensile force (T)
TD | Design tension resistance of the cross-section (TD)
TDG | Design plastic resistance of the gross cross-section (TDG)
TDN | Design ultimate resistance (TDN)
P | Design value of the compressive force (P)
PD | Design buckling resistance of a compressed member (PD)
M | Design value of the bending moment (M)
MD | Design moment resistance of the cross-section (MD)
Z | Used section modulus (Z)
BETAZ | Ratio of the used modulus to plastic modulus (BETA_Z)
ZPL | Plastic modulus (ZPL)
V | Design value of the shear force (V)
VD | Design plastic shear resistance (VD)
MDV | Reduced design resistance of the cross-section (MDV)
MEFF | Effective design internal moment (MEFF)
MB | Buckling resistance moment of a laterally unrestrained beam (MB)
ZEC | Elastic section modulus for the extreme compression fibre (ZEC)
SCOM | Net calculated stress in the extreme compression fibre (SCOM)
MY | Design value of the bending moment around Y axis (MY)
MZ | Design value of the bending moment around Z axis (MZ)
ND1 | Design compression resistance of the cross-section Y axis (ND1)
MDY1 | Design moment resistance of the cross-section about Y (MDY1)
MDZ1 | Design moment resistance of the cross-section about Z (MDZ1)
ND2 | Design compression resistance of the cross-section Z axis (ND2)
MDY2 | Design moment resistance of the cross-section about Y (MDY2)
MDZ2 | Design moment resistance of the cross-section about Z (MDZ2)
ZY | Used section Y modulus (ZY)
ZZ | Used section Y modulus (ZZ)
NED | Design value of the axial force (NSD)
MYED | Design value of the bending moment about Y axis (MYED)
MZED | Design value of the bending moment about Z axis (MZED)
MNYRD | Reduced design moment resistance about Y axis (MNYRD)
MNZRD | Reduced design moment resistance about Z axis (MNZRD)
CRTMY | Bending criterion along Y (CRT_MY)
CRTMZ | Bending criterion along Z (CRT_MZ)
ALPHAS | Alpha constant (ALPHA)
BETA | Beta constant (BETA)
WY | Used section Y modulus (WY)
WZ | Used section Z modulus (WY)
SIGXED | Maximum longitudinal stress (SIGXED)
ENY | Shift of the Z axis in Y direction (ENY)
ENZ | Shift of the Y axis in Z direction (ENZ)
USEMY | Modified design value of the bending moment about Y axis (USE_MY)
USEMZ | Modified design value of the bending moment about Z axis (USE_MZ)
PARAMN | Parameter n (PARM_N)
VYED | Design value of the shear force about Y (VYED)
VZED | Design value of the shear force about Z (VZED)
RHOY | Reduction factor for bending moment about Y axis (RHO_Y)
RHOZ | Reduction factor for bending moment about Z axis (RHO_Z)
SHYAR | Shear Y area (SHY_AR)
SHZAR | Shear Z area (SHZ_AR)
NBRD | Design buckling resistance of a compressed member (NBRD)
CRTCB | Compression buckling criterion (CRT_CB)
CHI | Reduction factor for the relevant buckling mode (CHI)
BETAA | Ratio of the used area to gross area (BETA_A)
CHIY | Reduction factor for the relevant My buckling mode (CHI_Y)
CHIZ | Reduction factor for the relevant Mz buckling mode (CHI_Z)
CHIV | Reduction factor for the V principal axis (CHI_V)
CHIU | Reduction factor for the U principal axis (CHI_U)
PHIY | Parameter Phi for bending My (PHI_Y)
PHIZ | Parameter Phi for bending Mz (PHI_Z)
PHIV | Parameter Phi for the V principal axis (PHI_V)
PHIU | Parameter Phi for the U principal axis (PHI_U)
LAMY | Non-dimensional reduced slenderness for bending My (LAM_Y)
LAMZ | Non-dimensional reduced slenderness for bending Mz (LAM_Z)
LAMV | Non-dimensional reduced slenderness for the V principal axis (LAM_V)
LAMU | Non-dimensional reduced slenderness for the U principal axis (LAM_U)
NCRY | Elastic critical force for the relevant My buckling mode (NCR_Y)
NCRZ | Elastic critical force for the relevant Mz buckling mode (NCR_Z)
NCRV | Elastic critical force for the V principal axis (NCR_V)
NCRU | Elastic critical force for the U principal axis (NCR_U)
ALPY | Imperfection factor for bending My (ALP_Y)
ALPZ | Imperfection factor for bending Mz (ALP_Z)
MBRD | Buckling resistance moment of a laterally unrestrained beam (MBRD)
CRTLT | Lateral-torsional buckling criterion (CRT_LT)
CHILT | Reduction factor for lateral-torsional buckling (CHI_LT)
BETAW | Ratio of the used modulus to plastic modulus (BETA_W)
WPL | Plastic modulus (WPL)
PHILT | Parameter Phi for lateral-torsional buckling (PHI_LT)
LAMLT | Non-dimensional reduced slenderness for lateral bending (LAM_LT)
MCR | Elastic critical moment for lateral-torsional buckling (MCR)
ALPLT | Imperfection factor for lateral-torsional buckling (ALP_LT)
NBRD1 | Design compression resistance of the cross-section (NBRD1) (NBRD1)
MYRD1 | Design moment resistance of the cross-section about Y (MYRD1) (MYRD1)
MZRD1 | Design moment resistance of the cross-section about Z (MZRD1) (MZRD1)
NBRD2 | Design compression resistance of the cross-section (NBRD2) (NBRD2)
MYRD2 | Design moment resistance of the cross-section about Y (MYRD2) (MYRD2)
MZRD2 | Design moment resistance of the cross-section about Z (MZRD2) (MZRD2)
KY | Parameter Ky (K_Y)
KZ | Parameter Kz (K_Z)
KYLT | Parameter KyLT (K_YLT)
CRTN1 | Axial criterion (CRTN1) (CRT_N1)
CRTMY1 | Bending Y criterion (CRTMY1) (CRT_MY1)
CRTMZ1 | Bending Z criterion (CRTMZ1) (CRT_MZ1)
CRT1 | Criterion 1 (CRT_1)
CRTN2 | Axial criterion (CRTN2) (CRT_N2)
CRTMY2 | Bending Y criterion (CRTMY2) (CRT_MY2)
CRTMZ2 | Bending Z criterion (CRTMZ2) (CRT_MZ2)
CRT2 | Criterion 2 (CRT_2)
CLS_COMP | Compact=1, non-compact=2 or slender=3. Class for comp. elements subject to Axial Compression (CLS_COMP)
CLS_COMP_14 | Non-slender=1, Slender=2. Class for comp. elements subject to Axial Compression (CLS_COMP_14)
CLS_BEND | Compact=1, non-compact=2 or slender=3. Class for comp. elements subject to Flexure (CLS_BEND)
FIPNG | Design strength for yielding in the gross section (FIPNG)
FIPNE | Design strength for fracture in the net section (FIPNE)
FIPN | Design strength (FIPN)
QS | Unstiffened Compression elements reduction factor (QS)
QA | Stiffened Compression elements reduction factor (QA)
Q | Full reduction factor for slender sections (Q)
LAMBDA | Column slenderness parameter (LAMBDA)
FCR | Critical stress (FCR)
PN | Nominal axial strength (PN)
FE | Elastic buckling stress (FE)
FTEBS | Flexural-torsional elastic buckling stress (FTEBS)
BS | Buckling stress (BS)
CBS | Critical buckling stress (CBS)
CHK_YLD | Checked Yielding limit state (CHK_YLD)
CHK_LTB | Checked Lateral-Torsional Buckling limit state (CHK_LTB)
CHK_FLB | Checked Flange Local Buckling limit state (CHK_FLB)
CHK_WLB | Checked Web Local Buckling limit state (CHK_WLB)
CHK_NYLD | Nominal flexure strength for Yielding limit state (CHK_NYLD)
CHK_NLTB | Nominal flexure strength for Lateral-Torsional Buckling limit (CHK_NLTB)
CHK_NFLB | Nominal flexure strength for Flange Local Buckling limit state (CHK_NFLB)
CHK_NWLB | Nominal flexure strength for Web Local Bucking limit state (CHK_NWLB)
CRT_YLD | Yielding limit state criterion (CRT_YLD)
CRT_LTB | Lateral-Torsional Buckling limit state criterion (CRT_LTB)
CRT_FLB | Flange Local Buckling limit state criterion (CRT_FLB)
CRT_WLB | Web Local Buckling limit state criterion (CRT_WLB)
MU | Required flexural strength (MU)
M_P | Plastic bending moment (MP)
AW | Web area (AW)
FCR_LTB | Critical stress for lateral-torsional buckling (FCR_LTB)
FCR_FLB | Critical stress for flange local buckling (FCR_FLB)
RPG | Plate girder bending strength reduction factor (RPG)
RT | Radius of gyration for (A-G2-7) (RT)
MN |  Nominal flexural strength (MN)
CRT_M | Nominal flexural strength criterion (CRT_M)
CV | Ratio of critical web stress (CV)
CRT_V | Nominal shear strength criterion (CRT_V)
CRT_FS | Flexure-Shear Interaction criterion (CRT_FS)
CRT_AXL | Axial strength criterion (CRT_AXL)
VN | Nominal shear strength (VN)
CHK_YLDZ | Checked Yielding limit state (Z axis) (CHK_YLDZ)
CHK_LTBZ | Checked Lateral-Torsional Buckling limit state (Z axis) (CHK_LTBZ)
CHK_FLBZ | Checked Flange Local Buckling limit state (Z axis) (CHK_FLBZ)
CHK_WLBZ | Checked Web Local Buckling limit state (Z axis) (CHK_WLBZ)
CHK_FYLD_Z | Flexure strength Yielding limit state (Z axis) (CHK_FYLD_Z)
CHK_FLTB_Z | Flexure strength Lateral-Torsional Buckling limit state (Z axis) (CHK_FLTB_Z)
CHK_FFLB_Z | Flexure strength Flange Local Buckling limit state (Z axis) (CHK_FFLB_Z)
CHK_FWLB_Z | Flexure strength Web Local Bucking limit state (Z axis) (CHK_FWLB_Z)
CHK_FYLD_Y | Flexure strength Yielding limit state (Y axis) (CHK_FYLD_Y)
CHK_FLTB_Y | Flexure strength Lateral-Torsional Buckling limit state (Y axis) (CHK_FLTB_Y)
CHK_FFLB_Y | Flexure strength Flange Local Buckling limit state (Y axis) (CHK_FFLB_Y)
CHK_FWLB_Y | Flexure strength Web Local Bucking limit state (Y axis) (CHK_FWLB_Y)
CRT_YLDZ | Yielding limit state criterion (Z axis) (CRT_YLDZ)
CRT_LTBZ | Lateral-Torsional Buckling limit state criterion (Z axis) (CRT_LTBZ)
CRT_FLBZ | Flange Local Buckling limit state criterion (Z axis) (CRT_FLBZ)
CRT_WLBZ | Web Local Buckling limit state criterion (Z axis) (CRT_WLBZ)
MUZ | Required flexural strength (Z axis) (MUZ)
MPZ | Plastic bending moment (Z axis) (MPZ)
CRT_BDZ | Bending criterion (Z axis) (CRT_BDZ)
CHK_YLDY | Checked Yielding limit state (Y axis) (CHK_YLDY)
CHK_LTBY | Checked Lateral-Torsional Buckling limit state (Y axis) (CHK_LTBY)
CHK_FLBY | Checked Flange Local Buckling limit state (Y axis) (CHK_FLBY)
CHK_WLBY | Checked Web Local Buckling limit state (Y axis) (CHK_WLBY)
CRT_YLDY | Yielding limit state criterion (Y axis) (CRT_YLDY)
CRT_LTBY | Lateral-Torsional Buckling limit state criterion (Y axis) (CRT_LTBY)
CRT_FLBY | Flange Local Buckling limit state criterion (Y axis) (CRT_FLBY)
CRT_WLBY | Web Local Buckling limit state criterion (Y axis) (CRT_WLBY)
MUY | Required flexural strength (Y axis) (MUY)
MPY | Plastic bending moment (Y axis) (MPY)
CRT_BDY | Bending criterion (Y axis) (CRT_BDY)
FUN | Required normal stress (FUN)
FUV | Required shear stress (FUV)
FCRFBK | Fcr for flexural buckling analysis (FCRFBK)
FCRFTBK | Fcr for flexural torsional buckling analysis (FCRFTBK)
FT | Allowable stress in tension  (FT)
CRT_STR | Stress criterion (CRT_STR)
SLD_RT | Slenderness ratio (SLD_RT)
CRT_SLD | Slenderness criterion (CRT_SLD)
PO | Equivalent nominal yield resistance (PO)
PE | Elastic critical buckling resistance (PE)
FV | Allowable stress in shear (FV)
CRT_SHZ | Shear criterion in Z axis (CRT_SHZ)
CRT_SHY | Shear criterion in Y axis (CRT_SHY)
FA | Allowable stress in compression  (FA)
CRT_W | Width-thickness criterion (CRT_W)
FB | Allowable stress in bending (FB)
CRT_AST_C | Axial stress criterion (compression) (CRT_AST_C)
SLD_RT_C | Slenderness ratio (compression) (SLD_RT_C)
CRT_SLD_C | Slenderness criterion (compression) (CRT_SLD_C)
CRT_W_C | Width-thickness criterion (compression) (CRT_W_C)
CRT_N_C | Axial compression criterion (CRT_N_C)
QSZ | Unstiffened Compression elements reduction factor (Z axis) (QSZ)
QAZ | Stiffened Compression elements reduction factor (Z axis) (QAZ)
FBZ | Allowable stress in bending  (Z axis) (FBZ)
QSY | Unstiffened Compression elements reduction factor (Y axis) (QSY)
QAY | Stiffened Compression elements reduction factor (Y axis) (QAY)
FBY | Allowable stress in bending (Y axis) (FBY)
CRT_AST_T | Axial stress criterion (tension) (CRT_AST_T)
SLD_RT_T | Slenderness ratio (tension) (SLD_RT_T)
CRT_SLD_T | Slenderness criterion (tension) (CRT_SLD_T)
CRT_N_T | Axial tension criterion (CRT_N_T)
CRT_COM | Compression criterion (CRT_COM)
SEQ | Equivalent stress (SEQ)
GAMY | Gamma Y factor (GAMY)
GAMZ | Gamma Z factor (GAMZ)
SNMAX | Maximum normal stress (SNMAX)
SSMAX | Maximum shear stress (SSMAX)
FI | Stability coefficient (FI)
WEBCLASS | Sections with webs required to carry shear (WEBCLASS)
CRT_V_BS | Shear Criterion (CRT_V)
CRT_M_BS | Bending Criterion (CRT_M)
CRT_PV_BS | Buckling web Criterion (CRT_PV)
FV_BS | Shear force (FV)
MX_BS | Bending moment (MX)
PV_BS | Shear capacity (PV)
VW_BS | Shear buckling resistance web no using tension field action (VW)
MC_BS | Moment capacity (MC)
MDF_BS | Calculation resistance Modulus (MDF)
M_BS | Moment (M)
MB_BS | Lateral torsional buckling resistance moment (MB)
LAMBDA_BS | Slenderness (LAMBDA)
LAMBDALT_BS | Equivalent slenderness (LAMBDALT)
LAMBDAL0_BS | Limiting equivalent slenderness (LAMBDAL0)
UMLT_BS | Equivalent uniform moment factor (UMLT)
F_T_BS | Tension Force (F)
PT_BS | Tension capacity (PT)
F_C_BS | Compression Force (F)
PC_BS | Compression capacity (PC)
LAMBDA0_BS | Limiting  slenderness (LAMBDA0)
PERRYFCT_BS | Perry factor (PERRYFCT)
ROBERSTS_BS | Roberston Constant (ROBERSTS)
RHOC_BS | Compression Resistance (RHOC)
CRT_CMP_BS | Axial+moments Criterion (CRT_CMP)
CRT_VX_BS | Shear Criterion about major axe (CRT_VX)
CRT_PVX_BS | Buckling web Criterion about major axe (CRT_PVX)
CRT_VY_BS | Shear Criterion (CRT_VY)
CRT_PVY_BS | Buckling web Criterion (CRT_PVY)
CRT_AXL_BS | Axial Criterion (CRT_AXL)
CRT_MX_BS | Bending Criterion about major axe XX (CRT_MX)
CRT_MY_BS | Bending Criterion about minor axe YY (CRT_MY)
FVX_BS | Shear force about major axe (FVX)
M_X_BS | Bending moment about major axe (MX)
ZX_BS | Elastic Modulus about major axe (ZX)
SX_BS | Plastic Modulus about major axe (SX)
SVX_BS | Sv parameter, as defined, 4.2.6 for major axe (SVX)
AVX_BS | Shear Area for major axe (AVX)
VWX_BS | Critical shear strength of web panel for major axe (VWX)
MDFX_BS | Calculation resistance Modulus  for major axe (MDFX)
PVX_BS | Shear capacity about major axe (PVX)
MCX_BS | Moment capacity about major axe (MCX)
FVY_BS | Shear force about minor axe (FVY)
M_Y_BS | Bending moment about minor axe (MY)
ZY_BS | Elastic Modulus about minor axe (ZY)
SY_BS | Plastic Modulus about minor axe (SY)
SVY_BS | Sv parameter, as defined, 4.2.6 for minor axe (SVY)
AVY_BS | hear Area for minor axe (AVY)
VWY_BS | Critical shear strength of web panel for minor axe (VWY)
MDFY_BS | Calculation resistance Modulus  for minor axe (MDFY)
PVY_BS | Shear capacity about minor axe (PVY)
MCY_BS | Moment capacity about minor axe (MCY)
CRT_CM_L_BS | Axial+moments local criterion (CRT_CM_L)
CRT_CM_O_BS | Axial+moments overall criterion (CRT_CM_O)
CRT_AX_L_BS | Axial Local Criterion (CRT_AX_L)
CRT_MX_L_BS | Bending about major axe local criterion (CRT_MX_L)
CRT_MY_L_BS | Bending about minor axe local criterion (CRT_MY_L)
CRT_AX_O_BS | Axial overall Criterion (CRT_AX_O)
CRT_MX_O_BS | Bending overall about major axe local criterion (CRT_MX_O)
CRT_MY_O_BS | Bending overall about minor axe local criterion (CRT_MY_O)
PCSEC_BS | Compression resistance (PCSEC)
PCX_BS | Compression resistance buckling about major axis (PCX)
PCY_BS | Compression resistance buckling about minor axis (PCY)
UNMX_BS | Equivalent uniform moment factor (flexural buckling x) (UNMX)
UNMY_BS | Equivalent uniform moment factor (flexural buckling y) (UNMY)
UNMLT_BS | Equivalent uniform moment factor (lateral  buckling) (UNMLT)

**Enumerate**: Envelope Results
| **Item Name** | **Description** |
:- | :- 
Envelope | 
TargetEnvelope |  (Target Envelope)
createEnvelope | 
createTargetEnvelope |  (create Target Envelope)
envelopeOptions | 
envelopeTargetOptions |  (Envelope with Target)
FilePath | 
resultsFile | 
envPath | 
resTypeEnum | 
resEnum | 
Movements |  (Movements)
Stress_Strain |  (Stress and Strain)
AxialForce |  (Axial Force)
BendingMoment |  (Bending Moment)
TorsionalMoment |  (Torsional Moment)
ShearForce |  (Shear Force)
Reactions |  (Reactions)
RestResult |  (Rest of Results)
Comparison |  (Comparison)
StructuralElement |  (Structural Element Type)
Result |  (Target Result)

**Enumerate**: Envelope tagets
| **Item Name** | **Description** |
:- | :- 
Max |  (Maximum)
Min |  (Minimum)
MaxAbs |  (Maximum absolute value)
MinAbs |  (Minimum absolute value)
None |  (None)