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) |