~PLLSSTL
~PLLSSTL, Lab1
Draws the results of structural steel beams calculation.
POST1: Steel Checking
Lab1
Label identifying the result the command draws. These results depend on the active code.
If active code is EC3:
|
CHCKTYPE |
TENSION: Pure tension checking (Art.5.4.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NSD |
Calculation tension axial force. |
|
NTRD |
Tension strength of the section calculation. |
|
CRT_N |
Axial criterion (NSd/Nt.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nt.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
NPLRD |
Plastic strength of the gross section calculation. |
|
NURD |
Ultimate strength of the net section calculation. |
|
CHCKTYPE |
COMPRESS: Pure compression checking (Art.5.4.4). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NSD |
Calculation compression axial force. |
|
NCRD |
Compression strength of the section calculation. |
|
CRT_N |
Axial criterion (NSd/Nc.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nc.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the considered section (gross or effective) (A, Aeff). |
|
CHCKTYPE |
BENDING: Bending checking (Art.5.4.5). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MSD |
Calculation bending moment. |
|
MCRD |
Calculation bending strength of the section. |
|
CRT_M |
Bending criterion (MSd/Mc.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mc.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff). |
|
CHCKTYPE |
SHEAR: Shear checking (Art.5.4.6). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
VSD |
Calculation shear force. |
|
VPLRD |
Value of the calculation of plastic strength in section shear force. |
|
CRT_S |
Shear criterion (VSd/Vpl.Rd). |
|
CRT_TOT |
Total criterion (VSd/Vpl.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
CHCKTYPE |
BEND_SHR: Bending + shear checking (Art.5.4.7). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MSD |
Calculation bending moment. |
|
VSD |
Calculation shear force. |
|
MVRD |
Strength reduced bending calculation of the section. |
|
CRT_BS |
Combined shear and bending criterion (MSd/Mv.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mv.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff) |
|
VPLRD |
Value of the calculation of plastic strength in shear force. |
|
RHO |
Reduction factor. |
|
CHCKTYPE |
BEND_AXL: Axial force + biaxial bending checking (Art.5.4.8). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NSD |
Calculation axial force. |
|
MYSD |
Y design bending moment. |
|
MZSD |
Z design bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending reduced calculation strength of the section (MNy.Rd, Wel.y·fyd, Weff.y·fyd). |
|
MNZRD |
Z bending reduced calculation strength of the section (MNz.Rd, Wel.z·fyd, Weff.z·fyd). |
|
CRT_N |
Axial criterion (NSd/NcRd). |
|
CRT_MY |
Y axis bending criterion (MySd/MNy.Rd). |
|
CRT_MZ |
Z axis bending criterion (MzSd/MNzRd). |
|
ALPHA |
Alpha constant. |
|
BETA |
Beta constant. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y) |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z) |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Sd+NSd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Sd+NSd·eNz). |
|
PARM_N |
n parameter. |
|
CHCKTYPE |
BD_AX_SH: Axial force + biaxial bending + shear checking (Art.5.4.9). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NSD |
Calculation axial force. |
|
VYSD |
Y axis calculation shear force. |
|
VZSD |
Z axis calculation shear force. |
|
MYSD |
Y axis calculation bending moment. |
|
MZSD |
Z axis calculation bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending calculation reduced strength (MNy.Rd, Wy·(fyd·(1-ρ))). |
|
MNZRD |
Z bending calculation reduced strength (MNz.Rd, Wz·(fyd·(1-ρ))). |
|
CRT_N |
Axial criterion (NSd/NcRd). |
|
CRT_MY |
Y bending criterion (MySd/MNy.Rd). |
|
CRT_MZ |
Z bending criterion (MzSd/MNz.Rd). |
|
ALPHA |
Alpha constant. |
|
BETA |
Beta constant. |
|
RHO_Y |
Reduction factor for MNyRd. |
|
RHO_Z |
Reduction factor for MNzRd. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Sd+NSd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Sd+NSd·eNz). |
|
SHY_AR |
Shear area according to Y direction. |
|
SHZ_AR |
Shear area according to Z direction. |
|
PARM_N |
n parameter. |
|
CHCKTYPE |
BUCK_CMP: Compression buckling checking (Art.5.5.1). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NSD |
Calculation compression axial force. |
|
NBRD |
Buckling calculation strength of a compact member. |
|
CRT_CB |
Compression buckling criterion (NSd/Nb.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nb.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
CHI |
Reductive coefficient of the studied buckling mode (χ= Min{χY, χZ} )). |
|
BETA_A |
Relationship between the used area and the section’s gross area. |
|
AREA |
Area of the gross section. |
|
CHI_Y |
Reductive coefficient of the studied buckling mode according to Y axis. |
|
CHI_Z |
Reductive coefficient of the studied buckling mode according to Z axis. |
|
PHI_Y |
Φ parameter for My bending moment. |
|
PHI_Z |
Φ parameter for Mz bending moment. |
|
LAM_Y |
Non dimensional slenderness reduced for My bending moment (λy). |
|
LAM_Z |
Non dimensional slenderness reduced for Mz bending moment (λZ). |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y axis. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z axis. |
|
ALP_Y |
Imperfection coefficient for My bending moment. |
|
ALP_Z |
Imperfection coefficient for Mz bending moment. |
|
CHCKTYPE |
BUCK_BND: Bending lateral buckling checking (Art.5.5.2). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MSD |
Calculation bending moment. |
|
MBRD |
Calculation resistance to lateral buckling of a non transversally braced beam. |
|
CRT_LT |
Bending lateral buckling criterion (MSd/Mb.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mb.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
CHI_LT |
Reductive coefficient relative to lateral buckling. |
|
BETA_W |
Relationship between the resistant moment used and the plastic of the section. |
|
WPL |
Plastic resistant moment of the section. |
|
PHI_LT |
ΦLT parameter corresponding to lateral buckling. |
|
LAM_LT |
Reduced non-dimensional slenderness (λLT). |
|
MCR |
Elastic critic moment of lateral buckling (Annex F). |
|
ALP_LT |
Imperfection factor for lateral buckling (αLT). |
|
CHCKTYPE |
BUCK_BTN: Bending lateral buckling + tension checking (Art.5.5.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NTSD |
Calculation tension axial force. |
|
MSD |
Calculation bending moment. |
|
MEFFSD |
Calculation internal effective bending moment. |
|
MBRD |
Calculation strength to lateral buckling. |
|
CRT_LT |
Lateral buckling criterion (Meff.Sd/Mb.Rd). |
|
CRT_TOT |
Total criterion (Meff.Sd/Mb.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
WCOM |
Section modulus used  refered to the compact extreme fibre. |
|
SCOMED |
Tension calculated in the compact extreme fibre (σCom.Ed). |
|
CHI_LT |
Reductive coefficient corresponding to lateral buckling. |
|
BETA_W |
Relationship between the resistant moment used and the plastic of the section. |
|
WPL |
Plastic section modulus. |
|
PHI_LT |
Phi parameter corresponding to lateral buckling. |
|
LAM_LT |
Reduced non dimensional slenderness (λLT). |
|
MCR |
Elastic critic moment of lateral buckling (Annex F). |
|
ALP_LT |
Imperfection factor for lateral buckling (αLT). . |
|
CHCKTYPE |
BUCK_BCM: Bending lateral buckling + compression checking (Art.5.5.4). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NSD |
Calculation compression axial force. |
|
MYSD |
Y design bending moment . |
|
MZSD |
Z design bending moment. |
|
NBRD |
Compression calculation resistance of the section (Χy·A·fy/γM1). |
|
MYRD |
Y bending calculation reduced resistance of the section (Wy·fy/ γM1, Χ·W·fy/ γM1). |
|
MZRD |
Z bending calculation reduced resistance of the section (Wz·fy/ γM1, Χ Â·W·fy/ γM1). |
|
K_Y |
Ky parameter. |
|
K_Z |
Kz parameter. |
|
K_LT |
KLT parameter. |
|
CRT_N |
Axial criterion (NSd/NcRd). |
|
CRT_MY |
Y axis bending criterion (K·(MySd+NSd·eNy)/MyRd). |
|
CRT_MZ |
Z axis bending criterion (K·(MzSd+NSd·eNz)/MzRd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHIMIN |
Reductive coefficient of the studied buckling mode (χ= Min{χY, χZ} )). |
|
CHI_Y |
Reductive coefficient of the considered buckling mode according to Y. |
|
CHI_Z |
Reductive coefficient of the considered buckling mode according to Z. |
|
CHI_LT |
Reductive coefficient corresponding to lateral buckling. |
|
AREA |
Area of the section used (gross or effective). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Y axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
ENY |
Z axis displacement in Y direction. |
|
ENZ |
Y axis displacement in Z direction. |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z. |
|
MCR |
Elastic critic moment of lateral buckling (Annex F). |
|
ALP_Y |
Imperfection factor for My bending moment. |
|
ALP_Z |
Imperfection factor for Mz bending moment. |
|
ALP_LT |
Imperfection coefficient for lateral buckling. |
|
LAM_Y |
Reduced non dimensional slenderness for My bending moment (λy) |
|
LAM_Z |
Reduced non dimensional slenderness for Mz bending moment (λz) |
|
LAM_LT |
Reduced non dimensional slenderness for lateral buckling (λLT) |
|
MU_Y |
μy parameter for My bending moment. |
|
MU_Z |
μz parameter for Mz bending moment. |
|
MU_LT |
μLT parameter for lateral buckling. |
If active code is EC3-05:
|
CHCKTYPE |
TENSION: Pure tension checking (Art.6.2.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation tension axial force. |
|
NTRD |
Tension strength of the section calculation. |
|
CRT_N |
Axial criterion (NSd/Nt.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nt.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
NPLRD |
Plastic strength of the gross section calculation. |
|
NURD |
Ultimate strength of the net section calculation. |
|
CHCKTYPE |
COMPRESS: Pure compression checking (Art.6.24). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
NCRD |
Compression strength of the section calculation. |
|
CRT_N |
Axial criterion (NSd/Nc.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nc.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the considered section (gross or effective) (A, Aeff). |
|
CHCKTYPE |
BENDING: Bending checking (Art.6.2.5). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
MCRD |
Calculation bending strength of the section. |
|
CRT_M |
Bending criterion (MSd/Mc.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mc.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff). |
|
CHCKTYPE |
SHEAR: Shear checking (Art.6.2.6). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
VED |
Calculation shear force. |
|
VPLRD |
Value of the calculation of plastic strength in section shear force. |
|
CRT_S |
Shear criterion (VSd/Vpl.Rd). |
|
CRT_TOT |
Total criterion (VSd/Vpl.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
CHCKTYPE |
BEND_SHR: Bending + shear checking (Art.6.2.8). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
VED |
Calculation shear force. |
|
MVRD |
Strength reduced bending calculation of the section. |
|
CRT_BS |
Combined shear and bending criterion (MSd/Mv.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mv.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff) |
|
VPLRD |
Value of the calculation of plastic strength in shear force. |
|
RHO |
Reduction factor. |
|
CHCKTYPE |
BEND_AXL: Axial force + biaxial bending checking (Art.6.2.9). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation axial force. |
|
MYED |
Y design bending moment. |
|
MZED |
Z design bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending reduced calculation strength of the section (MNy.Rd, Wel.y·fyd, Weff.y·fyd). |
|
MNZRD |
Z bending reduced calculation strength of the section (MNz.Rd, Wel.z·fyd, Weff.z·fyd). |
|
CRT_N |
Axial criterion (NSd/NcRd). |
|
CRT_MY |
Y axis bending criterion (MySd/MNy.Rd). |
|
CRT_MZ |
Z axis bending criterion (MzSd/MNzRd). |
|
ALPHA |
Alpha constant. |
|
BETA |
Beta constant. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y) |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z) |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Sd+NSd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Sd+NSd·eNz). |
|
PARM_N |
n parameter. |
|
CHCKTYPE |
BD_AX_SH: Axial force + biaxial bending + shear checking (Art.6.2.10). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation axial force. |
|
VYED |
Y axis calculation shear force. |
|
VZED |
Z axis calculation shear force. |
|
MYED |
Y axis calculation bending moment. |
|
MZED |
Z axis calculation bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending calculation reduced strength (MNy.Rd, Wy·(fyd·(1-ρ))). |
|
MNZRD |
Z bending calculation reduced strength (MNz.Rd, Wz·(fyd·(1-ρ))). |
|
CRT_N |
Axial criterion (NSd/NcRd). |
|
CRT_MY |
Y bending criterion (MySd/MNy.Rd). |
|
CRT_MZ |
Z bending criterion (MzSd/MNz.Rd). |
|
ALPHA |
Alpha constant. |
|
BETA |
Beta constant. |
|
RHO_Y |
Reduction factor for MNyRd. |
|
RHO_Z |
Reduction factor for MNzRd. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Sd+NSd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Sd+NSd·eNz). |
|
SHY_AR |
Shear area according to Y direction. |
|
SHZ_AR |
Shear area according to Z direction. |
|
PARM_N |
n parameter. |
|
CHCKTYPE |
BUCK_CMP: Compression buckling checking (Art.6.3.1). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
NBRD |
Buckling calculation strength of a compact member. |
|
CRT_CB |
Compression buckling criterion (NSd/Nb.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nb.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
CHI |
Reductive coefficient of the studied buckling mode (χ= Min{χY, χZ} )). |
|
BETA_A |
Relationship between the used area and the section’s gross area. |
|
AREA |
Area of the gross section. |
|
CHI_Y |
Reductive coefficient of the studied buckling mode according to Y axis. |
|
CHI_Z |
Reductive coefficient of the studied buckling mode according to Z axis. |
|
PHI_Y |
Φ parameter for My bending moment. |
|
PHI_Z |
Φ parameter for Mz bending moment. |
|
LAM_Y |
Non dimensional slenderness reduced for My bending moment (λy). |
|
LAM_Z |
Non dimensional slenderness reduced for Mz bending moment (λZ). |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y axis. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z axis. |
|
ALP_Y |
Imperfection coefficient for My bending moment. |
|
ALP_Z |
Imperfection coefficient for Mz bending moment. |
|
CHCKTYPE |
BUCK_BND: Bending lateral buckling checking (Art.6.3.2). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
MBRD |
Calculation resistance to lateral buckling of a non transversally braced beam. |
|
CRT_LT |
Bending lateral buckling criterion (MSd/Mb.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mb.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
CHI_LT |
Reductive coefficient relative to lateral buckling. |
|
BETA_W |
Relationship between the resistant moment used and the plastic of the section. |
|
WPL |
Plastic resistant moment of the section. |
|
PHI_LT |
ΦLT parameter corresponding to lateral buckling. |
|
LAM_LT |
Reduced non-dimensional slenderness (λLT). |
|
MCR |
Elastic critic moment of lateral buckling (Annex F). |
|
ALP_LT |
Imperfection factor for lateral buckling (αLT). |
|
CHCKTYPE |
BUCK_BCM: Bending lateral buckling + compression checking (Art.6.3.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
MYED |
Y design bending moment . |
|
MZED |
Z design bending moment. |
|
NBRD1 |
Compression calculation resistance of the section (Χy·A·fy/γM1). |
|
MYRD1 |
Y
bending calculation reduced resistance of the section ( |
|
MZRD1 |
Z
bending calculation reduced resistance of the section (Wz·fy/ |
|
NBRD2 |
Design
compression resistance of the cross-section ( |
|
MYRD2 |
Reduced
design moment resistance of the cross-section about Y axis ( |
|
MZRD2 |
Reduced
design moment resistance of the cross-section about Z axis (Wz·fy/ |
|
CRT_N1 |
Axial criterion 1 (NEd/NcRd1) |
|
CRT_MY1 |
Bending Y criterion 1 (KyCmy(My,Ed+NEd·eNy)/Myb,Rd1) |
|
CRT_MZ1 |
Bending Z criterion 1 (az·Kz·Cmz(Mz,Ed+NEd eNz)/Mzb,Rd1) |
|
CRT_1 |
Criterion 1 (CRT_N1+CRT_MY1+CRT_MZ1) |
|
CRT_N2 |
Axial criterion 2Â (NEd/NcRd2) |
|
CRT_MY2 |
Bending Y criterion 2 (KCmy(My,Ed+NEd·eNy)/MyRd2) |
|
CRT_MZ2 |
Bending Z criterion 2 (Kz·Cmz(Mz,Ed+NEdeNz)/Mzb,Rd2) |
|
CRT_2 |
Criterion 2 (CRT_N2+CRT_MY2+CRT_MZ2) |
|
K_Y |
Ky parameter. |
|
K_Z |
Kz parameter. |
|
K_LT |
KLT parameter. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHIMIN |
Reductive coefficient of the studied buckling mode (χ= Min{χY, χZ} )). |
|
CHI_Y |
Reductive coefficient of the considered buckling mode according to Y. |
|
CHI_Z |
Reductive coefficient of the considered buckling mode according to Z. |
|
CHI_LT |
Reductive coefficient corresponding to lateral buckling. |
|
AREA |
Area of the section used (gross or effective). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Y axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
ENY |
Z axis displacement in Y direction. |
|
ENZ |
Y axis displacement in Z direction. |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z. |
|
MCR |
Elastic critic moment of lateral buckling (Annex F). |
|
ALP_Y |
Imperfection factor for My bending moment. |
|
ALP_Z |
Imperfection factor for Mz bending moment. |
|
ALP_LT |
Imperfection coefficient for lateral buckling. |
|
LAM_Y |
Reduced non dimensional slenderness for My bending moment (λy) |
|
LAM_Z |
Reduced non dimensional slenderness for Mz bending moment (λz) |
|
LAM_LT |
Reduced non dimensional slenderness for lateral buckling (λLT) |
·A·fy/
If active code is EA:
|
CHCKTYPE |
TENSION: Tension checking (Art. 3.3). |
|
Lab1 |
Description |
|
SDYMZM |
Axial stress in dorsal section (I) of the bar. |
|
SCMAX |
Bending stress + maximum axial in dorsal section (I) of the bar. |
|
CRT_TOT |
Quotient between equivalent stress and resistance of steel calculation in dorsal section (I) of the bar. For the section to be valid according to EA code criterion, this value must be £ 1.0. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPRESS: Compression checking (Art.3.2). |
|
Lab1 |
Description |
|
OMEGA |
Buckling factor w. |
|
SDYMZM |
Axial stress w*Nx/Area in dorsal section (I) of the bar. |
|
SCMAX |
Bending stress + maximum axial in dorsal section (I) of the bar. |
|
CRT_TOT |
Quotient between equivalent stress and resistance of steel calculation in dorsal section (I) of the bar. For the section to be valid according to EA code criterion, this value must be £ 1.0. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Bending checking (Art. 3.4). |
|
Lab1 |
Description |
|
SDYMZM |
Axial stress Nx/Area in dorsal section (I) of the bar. |
|
SCMAX |
Bending stress + maximum axial in dorsal section (I) of the bar. |
|
SSMAX |
Shear stress + maximum torsion in dorsal section (I) of the bar. |
|
SCEQV |
Maximum equivalent stress in dorsal section (I) of the bar. This value corresponds to the combination between bending stress + axial and shear + torsion according to Von-Misses criterion. |
|
CRT_TOT |
Quotient between equivalent stress and resistance of steel calculation in dorsal section (I) of the bar. For the section to be valid according to EA code criterion, this value must be £ 1.0. |
|
ELM_OK |
OK and not OK elements. |
If active code is BS 5950 (1985):
|
CHCKTYPE |
BENDING: Bending moment and Shear force (Art.4.2). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
WEBCLASS |
Webs' Class. |
|
CRT_TOT |
BS Total criterion. |
|
CRT_M |
Bending criterion. |
|
CRT_V |
Shear criterion. |
|
CRT_PV |
Buckling web criterion. |
|
MDF |
Plastic or elastic modulus of the section. |
|
FV |
Design value of the shear force. |
|
MX |
Design value of the bending moment. |
|
PV |
Design value of the shear capacity. |
|
VCR |
Shear buckling resistance. |
|
MC |
Moment capacity. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BUCK_LAT: Lateral Torsional Buckling checking (Art.4.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
WEBCLASS |
Webs' Class. |
|
UNF_MOMT |
Equivalent uniform moment. |
|
MB |
Buckling resistance moment. |
|
LAMBDA |
Slenderness. |
|
LAMBDALT |
Equivalent slenderness. |
|
LAMBDAL0 |
Limiting equivalent slenderness. |
|
M |
Equivalent uniform moment factor. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
TENSION: Tension Checking (Art.4.6). |
|
Lab1 |
Description |
|
F |
Tension Force. |
|
PT |
Tension capacity. |
|
CRT_TOT |
Global criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BUCK_CMP: Checking of Axial Compression Members (Art.4.7). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
WEBCLASS |
Webs' Class. |
|
CRT_TOT |
Total criterion. |
|
F |
Compression force. |
|
PC |
Compression capacity. |
|
LAMBDA |
Slenderness. |
|
LAMBDA0 |
Limiting slenderness. |
|
PERRYFCT |
Perry factor. |
|
ROBERSTS |
Robertson constant. |
|
RHOC |
Compression Resistance. |
|
CHCKTYPE |
BEND_TEN: Checking of Tension members with moments (Art.4.8.2). |
|
Lab1 |
Description |
|
F |
Axial tension force. |
|
MX |
Bending moment about major axe. |
|
MY |
Bending moment about minor axe. |
|
FVX |
Shear force about major axe. |
|
FVY |
Shear force about minor axe. |
|
PVX |
Shear capacity about major axis. |
|
PVY |
Shear capacity about minor axis. |
|
PT |
Axial Tension Capacity. |
|
MCX |
Moment capacity about major axis. |
|
MCY |
Moment capacity about minor axis. |
|
CRT_AXL |
Axial Criterion. |
|
CRT_VX |
Shear Criterion about major axis. |
|
CRT_VY |
Shear Criterion about minor axis. |
|
CRT_MX |
Bending Criterion about major axis. |
|
CRT_MY |
Bending Criterion about minor axis. |
|
CRT_PVX |
Buckling web Criterion about major axis. |
|
CRT_PVY |
Buckling web Criterion about minor axis. |
|
CRT_CMP |
Axial+moments Criterion. |
|
SVX |
Sv parameter for major axis. |
|
SVY |
Sv parameter for minor axis. |
|
CRT_TOT |
Global criterion. |
|
AVX |
Shear Area for major axis. |
|
AVY |
Shear Area for minor axis. |
|
VCRX |
Shear buckling resistant for major axis. |
|
VCRY |
Shear buckling resistant for minor axis. |
|
MDFX |
Resistant modulus for major axis. |
|
MDFY |
Resistant modulus for minor axis. |
|
ZX |
Elastic Modulus about major axis. |
|
SX |
Plastic Modulus about major axis. |
|
ZY |
Elastic Modulus about minor axis. |
|
SY |
Plastic Modulus about minor axis. |
|
CLASS |
Sections class. |
|
WEBCLASS |
Web’s class. |
|
CHCKTYPE |
BUCK_BCM: Checking of compression members with moments (Art.4.8.3). |
|
Lab1 |
Description |
|
F |
Design value of the axial compressive force. |
|
PC |
Compression resistance. |
|
FVX |
Shear force about major axe. |
|
MX |
Bending moment about major axis. |
|
ZX |
Elastic Modulus about major axis. |
|
SX |
Plastic Modulus about major axis. |
|
SVX |
Sv parameter for major axis. |
|
AVX |
Shear Area for major axis. |
|
VCRX |
Shear buckling resistant for major axis. |
|
MDFX |
Resistant modulus for major axis. |
|
PVX |
Shear capacity about major axis. |
|
MCX |
Moment capacity about major axis. |
|
FVY |
Shear force about minor axe. |
|
MY |
Bending moment about minor axis. |
|
ZY |
Elastic Modulus about minor axis. |
|
SY |
Plastic Modulus about minor axis. |
|
SVY |
Sv parameter for minor axe. |
|
AVY |
Shear Area for minor axis. |
|
VCRY |
Shear buckling resistant for minor axis. |
|
MDFY |
Resistant modulus for minor axis. |
|
PVY |
Shear capacity about minor axis. |
|
MCY |
Moment capacity about minor axis. |
|
M |
Equivalent uniform moment factor. |
|
LAMBDA |
Slenderness. |
|
LAMBDALT |
Equivalent slenderness. |
|
LAMBDAL0 |
Limiting equivalent slenderness. |
|
PERRYFCT |
Perry Factor. |
|
MB |
Buckling resistance moment capacity. |
|
CRT_TOT |
Total Criterion. |
|
CRT_CM_L |
Local Axial+moments Criterion. |
|
CRT_CM_O |
Global Axial+moments Criterion. |
|
CRT_AX_L |
Local axial criterion. |
|
CRT_MX_L |
Local bending moment criterion about X axis. |
|
CRT_MY_L |
Local bending moment criterion about Y axis. |
|
CRT_AX_O |
Global axial criterion. |
|
CRT_MX_O |
Global bending moment criterion about X axis. |
|
CRT_MY_O |
Global bending moment criterion about Y axis. |
|
CRT_VX |
Shear criterion about X axis. |
|
CRT_PVX |
Buckling web Criterion about major axis. |
|
CRT_VY |
Shear criterion about Y axis. |
|
CRT_PVY |
Buckling web Criterion about minor axis. |
|
CLASS |
Section Class. |
|
WEBCLASS |
Web’s Class. |
If active code is BS 5950-2001:
|
CHCKTYPE |
BENDING: Bending moment and Shear force (Art.4.2). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
WEBCLASS |
Webs' Class. |
|
CRT_TOT |
BS Total criterion. |
|
CRT_M |
Bending criterion. |
|
CRT_V |
Shear criterion. |
|
CRT_PV |
Buckling web criterion. |
|
MDF |
Plastic or elastic modulus of the section. |
|
FV |
Design value of the shear force. |
|
MX |
Design value of the bending moment. |
|
PV |
Design value of the shear capacity. |
|
VCR |
Shear buckling resistance. |
|
MC |
Moment capacity. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BUCK_LAT: Lateral Torsional Buckling checking (Art.4.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
WEBCLASS |
Webs' Class. |
|
UMLT |
Equivalent uniform moment. |
|
MB |
Buckling resistance moment. |
|
LAMBDA |
Slenderness. |
|
LAMBDALT |
Equivalent slenderness. |
|
LAMBDAL0 |
Limiting equivalent slenderness. |
|
M |
Equivalent uniform moment factor. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
TENSION: Tension Checking (Art.4.6). |
|
Lab1 |
Description |
|
F |
Tension Force. |
|
PT |
Tension capacity. |
|
CRT_TOT |
Global criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BUCK_CMP: Checking of Axial Compression Members (Art.4.7). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
WEBCLASS |
Webs' Class. |
|
CRT_TOT |
Total criterion. |
|
F |
Compression force. |
|
PC |
Compression capacity. |
|
LAMBDA |
Slenderness. |
|
LAMBDA0 |
Limiting slenderness. |
|
PERRYFCT |
Perry factor. |
|
ROBERSTS |
Robertson constant. |
|
RHOC |
Compression Resistance. |
|
CHCKTYPE |
BEND_TEN: Checking of Tension members with moments (Art.4.8.2). |
|
Lab1 |
Description |
|
F |
Axial tension force. |
|
MX |
Bending moment about major axe. |
|
MY |
Bending moment about minor axe. |
|
FVX |
Shear force about major axe. |
|
FVY |
Shear force about minor axe. |
|
PVX |
Shear capacity about major axis. |
|
PVY |
Shear capacity about minor axis. |
|
PT |
Axial Tension Capacity. |
|
MCX |
Moment capacity about major axis. |
|
MCY |
Moment capacity about minor axis. |
|
CRT_AXL |
Axial Criterion. |
|
CRT_VX |
Shear Criterion about major axis. |
|
CRT_VY |
Shear Criterion about minor axis. |
|
CRT_MX |
Bending Criterion about major axis. |
|
CRT_MY |
Bending Criterion about minor axis. |
|
CRT_PVX |
Buckling web Criterion about major axis. |
|
CRT_PVY |
Buckling web Criterion about minor axis. |
|
CRT_CMP |
Axial+moments Criterion. |
|
SVX |
Sv parameter for major axis. |
|
SVY |
Sv parameter for minor axis. |
|
CRT_TOT |
Global criterion. |
|
AVX |
Shear Area for major axis. |
|
AVY |
Shear Area for minor axis. |
|
VWX |
Shear buckling resistant for major axis. |
|
VWY |
Shear buckling resistant for minor axis. |
|
MDFX |
Resistant modulus for major axis. |
|
MDFY |
Resistant modulus for minor axis. |
|
ZX |
Elastic Modulus about major axis. |
|
SX |
Plastic Modulus about major axis. |
|
ZY |
Elastic Modulus about minor axis. |
|
SY |
Plastic Modulus about minor axis. |
|
CLASS |
Sections class. |
|
WEBCLASS |
Web’s class. |
|
CHCKTYPE |
BUCK_BCM: Checking of compression members with moments (Art.4.8.3). |
|
Lab1 |
Description |
|
F |
Design value of the axial compressive force. |
|
PC |
Compression resistance. |
|
FVX |
Shear force about major axe. |
|
MX |
Bending moment about major axis. |
|
ZX |
Elastic Modulus about major axis. |
|
SX |
Plastic Modulus about major axis. |
|
SVX |
Sv parameter for major axis. |
|
AVX |
Shear Area for major axis. |
|
VWX |
Shear buckling resistant for major axis. |
|
MDFX |
Resistant modulus for major axis. |
|
PVX |
Shear capacity about major axis. |
|
MCX |
Moment capacity about major axis. |
|
FVY |
Shear force about minor axe. |
|
MY |
Bending moment about minor axis. |
|
ZY |
Elastic Modulus about minor axis. |
|
SY |
Plastic Modulus about minor axis. |
|
SVY |
Sv parameter for minor axe. |
|
AVY |
Shear Area for minor axis. |
|
VWY |
Shear buckling resistant for minor axis. |
|
MDFY |
Resistant modulus for minor axis. |
|
PVY |
Shear capacity about minor axis. |
|
MCY |
Moment capacity about minor axis. |
|
M |
Equivalent uniform moment factor. |
|
LAMBDA |
Slenderness. |
|
LAMBDALT |
Equivalent slenderness. |
|
LAMBDAL0 |
Limiting equivalent slenderness. |
|
PERRYFCT |
Perry Factor. |
|
MB |
Buckling resistance moment capacity. |
|
CRT_TOT |
Total Criterion. |
|
CRT_CM_L |
Local Axial+moments Criterion. |
|
CRT_CM_O |
Global Axial+moments Criterion. |
|
CRT_AX_L |
Local axial criterion. |
|
CRT_MX_L |
Local bending moment criterion about X axis. |
|
CRT_MY_L |
Local bending moment criterion about Y axis. |
|
CRT_AX_O |
Global axial criterion. |
|
CRT_MX_O |
Global bending moment criterion about X axis. |
|
CRT_MY_O |
Global bending moment criterion about Y axis. |
|
CRT_VX |
Shear criterion about X axis. |
|
CRT_PVX |
Buckling web Criterion about major axis. |
|
CRT_VY |
Shear criterion about Y axis. |
|
CRT_PVY |
Buckling web Criterion about minor axis. |
|
CLASS |
Section Class. |
|
WEBCLASS |
Web’s Class. |
If the active code is AISC LRFD:
|
CHCKTYPE |
TENSION: Checking of Member in axial tension (Chapter D). |
|
Lab1 |
Description |
|
FIPNG |
Design strength for yielding in the gross section. |
|
FIPNE |
Design strength for fracture in the net section. |
|
FIPN |
Design strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFBK: Checking of members in axial compression (Chapter E). |
|
Lab1 |
Description |
|
QS |
Unstiffened Compression elements reduction factor. |
|
QA |
Stiffened Compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
LAMBDA |
Equivalent slenderness parameter. |
|
FCR |
Critical stress. |
|
PN |
Nominal axial strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFTBK: Checking to compression for flexural-torsional buckling (Chapter E). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened Compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
LAMBDA |
Equivalent slenderness parameter. |
|
FCR |
Critical stress. |
|
PN |
Nominal axial strength. |
|
FE |
Elastic buckling stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Checking of members under bending moment (Chapter F). |
|
Lab1 |
Description |
|
CHK_YLD |
Checked Yielding limit state. |
|
CHK_LTB |
Checked Lateral-Torsional Buckling limit state. |
|
CHK_FLB |
Checked Flange Local Buckling limit state. |
|
CHK_WLB |
Checked Web Local Bucking limit state. |
|
CRT_YLD |
Yielding limit state criterion. |
|
CRT_LTB |
Lateral-Torsional Buckling limit state criterion. |
|
CRT_FLB |
Flange Local Buckling limit state criterion. |
|
CRT_WLB |
Web Local Bucking limit state criterion. |
|
MU |
Required flexural strength. |
|
MP |
Plastic bending moment. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Checking to shear (Chapter F). |
|
Lab1 |
Description |
|
VN |
Nominal shear strength. |
|
AW |
Web area. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
PLTGIRD: Checking plate girders (Appendix G). |
|
Lab1 |
Description |
|
FCR_LTB |
Critical stress for lateral-torsional buckling. |
|
FCR_FLB |
Critical stress for flange local buckling. |
|
FCR |
Critical stress. |
|
RPG |
Plate girder bending strength reduction factor. |
|
RT |
Radius of gyration. |
|
MN |
Nominal flexural strength. |
|
CRT_M |
Nominal flexural strength criterion. |
|
CV |
Ratio of critical web stress. |
|
VN |
Nominal shear strength. |
|
CRT_V |
Nominal shear strength criterion. |
|
CRT_FS |
Flexure-Shear Interaction criterion. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
BEND_AXL: Checking of members subjected to flexure plus tension / compression (Chapter H). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor (compression). |
|
QA |
Stiffened compression elements reduction factor (compression). |
|
Q |
Full reduction factor for slender sections (compression). |
|
LAMBDA |
Column slenderness parameter (compression). |
|
FCR |
Compression critical stress (compression). |
|
PN |
Nominal axial strength (compression). |
|
CRT_AXL |
Axial strength criterion. |
|
FIPNG |
Design strength for yielding in the gross section (tension). |
|
FIPNE |
Design strength for fracture in the net section (tension). |
|
FIPN |
Design strength (tension). |
|
CRT_TOT |
Total criterion. |
|
CHK_YLDZ |
Checked Yielding limit state (Z axis). |
|
CHK_LTBZ |
Checked Lateral-Torsional Buckling limit state (Z axis). |
|
CHK_FLBZ |
Checked Flange Local Buckling limit state (Z axis). |
|
CHK_WLBZ |
Checked Web Local Bucking limit state (Z axis). |
|
CRT_YLDZ |
Yielding limit state criterion (Z axis). |
|
CRT_LTBZ |
Lateral-Torsional Buckling limit state criterion (Z axis). |
|
CRT_FLBZ |
Flange Local Buckling limit state criterion (Z axis). |
|
CRT_WLBZ |
Web Local Bucking limit state criterion (Z axis). |
|
MUZ |
Required flexural strength (Z axis). |
|
MPZ |
Plastic bending moment (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
CHK_YLDY |
Checked Yielding limit state (Y axis). |
|
CHK_LTBY |
Checked Lateral-Torsional Buckling limit state (Y axis). |
|
CHK_FLBY |
Checked Flange Local Buckling limit state (Y axis). |
|
CHK_WLBY |
Checked Web Local Bucking limit state (Y axis). |
|
CRT_YLDY |
Yielding limit state criterion (Y axis). |
|
CRT_LTBY |
Flange Local Buckling limit state criterion (Y axis). |
|
CRT_FLBY |
Web Local Bucking limit state criterion (Y axis). |
|
CRT_WLBY |
Lateral-Torsional Buckling limit state criterion (Y axis). |
|
MUY |
Required flexural strength (Y axis). |
|
MPY |
Plastic bending moment (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
BDAXSHTR: Checking of Members Subjected to Torsion, Flexure, Shear and/or Axial Force (Chapter H). |
|
Lab1 |
Description |
|
FUN |
Required normal stress. |
|
FUV |
Required shear stress. |
|
FCRFBK |
Fcr for flexural buckling analysis. |
|
FCRFTBK |
Fcr for flexural torsional buckling analysis. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
If the active code is GB50017:
|
CHCKTYPE |
AXIAL: Axial force bending checking (Art. 5.1.1.). |
|
Lab1 |
Description |
|
SEQ |
Equivalent stress. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Shear checking (Art. 4.1.2.). |
|
Lab1 |
Description |
|
SEQ |
Equivalent stress. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Bending checking (Art. 4.1.1.). |
|
Lab1 |
Description |
|
GAMY |
Plastic developing coefficient for Y axis. |
|
GAMZ |
Plastic developing coefficient for Z axis. |
|
SEQ |
Equivalent stress. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BEND_AXL: Bending + axial force checking (Art. 5.2.1.). |
|
Lab1 |
Description |
|
GAMY |
Plastic developing coefficient for Y axis. |
|
GAMZ |
Plastic developing coefficient for Z axis. |
|
SEQ |
Equivalent stress. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BEND_SHR: Bending + shear checking (Art. 4.1.4.). |
|
Lab1 |
Description |
|
SNMAX |
Maximum normal stress. |
|
SSMAX |
Maximum shear stress. |
|
SEQ |
Equivalent stress. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BUCK_CMP: Checking of buckling under compression (Art. 5.1.2.). |
|
Lab1 |
Description |
|
FI |
Stability coefficient. |
|
SEQ |
Equivalent stress. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
If the active code is AASHTO LRFD BRIDGE DESIGN (2010):
|
CHCKTYPE |
TENSION: Checking of Member in tension (Chapter 6.8.2). |
|
Lab1 |
Description |
|
FIPNG |
Design strength for yielding in the gross section. |
|
FIPNE |
Design strength for fracture in the net section. |
|
FIPN |
Design strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFBK: Checking of members in compression (Chapter 6.9.4). |
|
Lab1 |
Description |
|
QS |
Unstiffened Compression elements reduction factor. |
|
QA |
Stiffened Compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
PO |
Equivalent nominal yield resistance. |
|
PE |
Elastic critical buckling resistance. |
|
PN |
Nominal axial resistance. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFTBK: Checking to compression for flexural-torsional buckling (Chapter 6.9.4). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened Compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
PO |
Equivalent nominal yield resistance. |
|
PE |
Elastic critical buckling resistance. |
|
PN |
Nominal axial resistance. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Checking of members under bending moment (Chapters 6.12.1.2.1, A6). |
|
Lab1 |
Description |
|
CHK_YLD |
Checked Yielding limit state. |
|
CHK_LTB |
Checked Lateral-Torsional Buckling limit state. |
|
CHK_FLB |
Checked Flange Local Buckling limit state. |
|
CHK_WLB |
Checked Web Local Bucking limit state. |
|
CRT_YLD |
Yielding limit state criterion. |
|
CRT_LTB |
Lateral-Torsional Buckling limit state criterion. |
|
CRT_FLB |
Flange Local Buckling limit state criterion. |
|
CRT_WLB |
Web Local Bucking limit state criterion. |
|
MU |
Required flexural strength. |
|
MP |
Plastic bending moment. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Checking to shear (Chapter 6.10.9.2). |
|
Lab1 |
Description |
|
VN |
Nominal shear strength. |
|
AW |
Web area. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
PLTGIRD: Checking plate girders (Chapter 6.10). |
|
Lab1 |
Description |
|
FCR_LTB |
Critical stress for lateral-torsional buckling. |
|
FCR_FLB |
Critical stress for flange local buckling. |
|
FCRW |
Nominal web bend-buckling resistance. |
|
FNT |
Nominal flexure resistance of the tension flange. |
|
FNC |
Nominal flexure resistance of the compression flange. |
|
RB |
Web Load-Shedding Factor. |
|
RT |
Effective radius of gyration for lateral torsional buckling. |
|
MN |
Nominal flexural strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
BEND_AXL: Checking of members subjected to flexure plus tension / compression (Chapter 6.12.1.2.2). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor (compression). |
|
QA |
Stiffened compression elements reduction factor (compression). |
|
Q |
Full reduction factor for slender sections (compression). |
|
PO |
Equivalent nominal yield resistance. |
|
PE |
Elastic critical buckling resistance. |
|
PN |
Nominal axial resistance. |
|
CRT_AXL |
Axial strength criterion. |
|
FIPNG |
Design strength for yielding in the gross section (tension). |
|
FIPNE |
Design strength for fracture in the net section (tension). |
|
FIPN |
Design strength (tension). |
|
CRT_TOT |
Total criterion. |
|
CHK_YLDZ |
Checked Yielding limit state (Z axis). |
|
CHK_LTBZ |
Checked Lateral-Torsional Buckling limit state (Z axis). |
|
CHK_FLBZ |
Checked Flange Local Buckling limit state (Z axis). |
|
CHK_WLBZ |
Checked Web Local Bucking limit state (Z axis). |
|
CRT_YLDZ |
Yielding limit state criterion (Z axis). |
|
CRT_LTBZ |
Lateral-Torsional Buckling limit state criterion (Z axis). |
|
CRT_FLBZ |
Flange Local Buckling limit state criterion (Z axis). |
|
CRT_WLBZ |
Web Local Bucking limit state criterion (Z axis). |
|
MUZ |
Required flexural strength (Z axis). |
|
MPZ |
Plastic bending moment (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
CHK_YLDY |
Checked Yielding limit state (Y axis). |
|
CHK_LTBY |
Checked Lateral-Torsional Buckling limit state (Y axis). |
|
CHK_FLBY |
Checked Flange Local Buckling limit state (Y axis). |
|
CHK_WLBY |
Checked Web Local Bucking limit state (Y axis). |
|
CRT_YLDY |
Yielding limit state criterion (Y axis). |
|
CRT_LTBY |
Flange Local Buckling limit state criterion (Y axis). |
|
CRT_FLBY |
Web Local Bucking limit state criterion (Y axis). |
|
CRT_WLBY |
Lateral-Torsional Buckling limit state criterion (Y axis). |
|
MUY |
Required flexural strength (Y axis). |
|
MPY |
Plastic bending moment (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
If active code is IS800-07:
|
CHCKTYPE |
TENSION: Pure tension checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation tension axial force. |
|
NTRD |
Tension strength of the section calculation. |
|
CRT_N |
Axial criterion (NSd/Nt.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nt.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
NPLRD |
Plastic strength of the gross section calculation. |
|
NURD |
Ultimate strength of the net section calculation. |
|
CHCKTYPE |
COMPRESS: Pure compression checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
NCRD |
Compression strength of the section calculation. |
|
CRT_N |
Axial criterion (NSd/Nc.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nc.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the considered section (gross or effective) (A, Aeff). |
|
CHCKTYPE |
BENDING: Bending checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
MCRD |
Calculation bending strength of the section. |
|
CRT_M |
Bending criterion (MSd/Mc.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mc.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff). |
|
CHCKTYPE |
SHEAR: Shear checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
VED |
Calculation shear force. |
|
VPLRD |
Value of the calculation of plastic strength in section shear force. |
|
CRT_S |
Shear criterion (VSd/Vpl.Rd). |
|
CRT_TOT |
Total criterion (VSd/Vpl.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
CHCKTYPE |
BEND_SHR: Bending + shear checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
VED |
Calculation shear force. |
|
MVRD |
Strength reduced bending calculation of the section. |
|
CRT_BS |
Combined shear and bending criterion (MSd/Mv.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mv.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff) |
|
VPLRD |
Value of the calculation of plastic strength in shear force. |
|
RHO |
Reduction factor. |
|
CHCKTYPE |
BEND_AXL: Axial force + biaxial bending checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation axial force. |
|
MYED |
Y design bending moment. |
|
MZED |
Z design bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending reduced calculation strength of the section (MNy.Rd, Wel.y·fyd, Weff.y·fyd). |
|
MNZRD |
Z bending reduced calculation strength of the section (MNz.Rd, Wel.z·fyd, Weff.z·fyd). |
|
CRT_N |
Axial criterion (NSd/NcRd). |
|
CRT_MY |
Y axis bending criterion (MySd/MNy.Rd). |
|
CRT_MZ |
Z axis bending criterion (MzSd/MNzRd). |
|
ALPHA |
Alpha constant. |
|
BETA |
Beta constant. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y) |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z) |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Sd+NSd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Sd+NSd·eNz). |
|
PARM_N |
n parameter. |
|
CHCKTYPE |
BD_AX_SH: Axial force + biaxial bending + shear checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation axial force. |
|
VYED |
Y axis calculation shear force. |
|
VZED |
Z axis calculation shear force. |
|
MYED |
Y axis calculation bending moment. |
|
MZED |
Z axis calculation bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending calculation reduced strength (MNy.Rd, Wy·(fyd·(1-ρ))). |
|
MNZRD |
Z bending calculation reduced strength (MNz.Rd, Wz·(fyd·(1-ρ))). |
|
CRT_N |
Axial criterion (NSd/NcRd). |
|
CRT_MY |
Y bending criterion (MySd/MNy.Rd). |
|
CRT_MZ |
Z bending criterion (MzSd/MNz.Rd). |
|
ALPHA |
Alpha constant. |
|
BETA |
Beta constant. |
|
RHO_Y |
Reduction factor for MNyRd. |
|
RHO_Z |
Reduction factor for MNzRd. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Sd+NSd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Sd+NSd·eNz). |
|
SHY_AR |
Shear area according to Y direction. |
|
SHZ_AR |
Shear area according to Z direction. |
|
PARM_N |
n parameter. |
|
CHCKTYPE |
BUCK_CMP: Compression buckling checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
NBRD |
Buckling calculation strength of a compact member. |
|
CRT_CB |
Compression buckling criterion (NSd/Nb.Rd). |
|
CRT_TOT |
Total criterion (NSd/Nb.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
CHI |
Reductive coefficient of the studied buckling mode (χ= Min{χY, χZ} )). |
|
BETA_A |
Relationship between the used area and the section’s gross area. |
|
AREA |
Area of the gross section. |
|
CHI_Y |
Reductive coefficient of the studied buckling mode according to Y axis. |
|
CHI_Z |
Reductive coefficient of the studied buckling mode according to Z axis. |
|
PHI_Y |
Φ parameter for My bending moment. |
|
PHI_Z |
Φ parameter for Mz bending moment. |
|
LAM_Y |
Non dimensional slenderness reduced for My bending moment (λy). |
|
LAM_Z |
Non dimensional slenderness reduced for Mz bending moment (λZ). |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y axis. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z axis. |
|
ALP_Y |
Imperfection coefficient for My bending moment. |
|
ALP_Z |
Imperfection coefficient for Mz bending moment. |
|
CHCKTYPE |
BUCK_BND: Bending lateral buckling checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
MBRD |
Calculation resistance to lateral buckling of a non transversally braced beam. |
|
CRT_LT |
Bending lateral buckling criterion (MSd/Mb.Rd). |
|
CRT_TOT |
Total criterion (MSd/Mb.Rd). |
|
ELM_OK |
OK and not OK elements. |
|
CHI_LT |
Reductive coefficient relative to lateral buckling. |
|
BETA_W |
Relationship between the resistant moment used and the plastic of the section. |
|
WPL |
Plastic resistant moment of the section. |
|
PHI_LT |
ΦLT parameter corresponding to lateral buckling. |
|
LAM_LT |
Reduced non-dimensional slenderness (λLT). |
|
MCR |
Elastic critic moment of lateral buckling. |
|
ALP_LT |
Imperfection factor for lateral buckling (αLT). |
|
CHCKTYPE |
BUCK_BCM: Bending lateral buckling + compression checking. |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
MYED |
Y design bending moment . |
|
MZED |
Z design bending moment. |
|
NBRD1 |
Compression calculation resistance of the section (Χy·A·fy/γM1). |
|
MYRD1 |
Y
bending calculation reduced resistance of the section ( |
|
MZRD1 |
Z
bending calculation reduced resistance of the section (Wz·fy/ |
|
NBRD2 |
Design
compression resistance of the cross-section ( |
|
MYRD2 |
Reduced
design moment resistance of the cross-section about Y axis ( |
|
MZRD2 |
Reduced
design moment resistance of the cross-section about Z axis (Wz·fy/ |
|
CRT_N1 |
Axial criterion 1 (NEd/NcRd1) |
|
CRT_MY1 |
Bending Y criterion 1 (KyCmy(My,Ed+NEd·eNy)/Myb,Rd1) |
|
CRT_MZ1 |
Bending Z criterion 1 (az·Kz·Cmz(Mz,Ed+NEd eNz)/Mzb,Rd1) |
|
CRT_1 |
Criterion 1 (CRT_N1+CRT_MY1+CRT_MZ1) |
|
CRT_N2 |
Axial criterion 2Â (NEd/NcRd2) |
|
CRT_MY2 |
Bending Y criterion 2 (KCmy(My,Ed+NEd·eNy)/MyRd2) |
|
CRT_MZ2 |
Bending Z criterion 2 (Kz·Cmz(Mz,Ed+NEdeNz)/Mzb,Rd2) |
|
CRT_2 |
Criterion 2 (CRT_N2+CRT_MY2+CRT_MZ2) |
|
K_Y |
Ky parameter. |
|
K_Z |
Kz parameter. |
|
K_LT |
KLT parameter. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHIMIN |
Reductive coefficient of the studied buckling mode (χ= Min{χY, χZ} )). |
|
CHI_Y |
Reductive coefficient of the considered buckling mode according to Y. |
|
CHI_Z |
Reductive coefficient of the considered buckling mode according to Z. |
|
CHI_LT |
Reductive coefficient corresponding to lateral buckling. |
|
AREA |
Area of the section used (gross or effective). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Y axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
ENY |
Z axis displacement in Y direction. |
|
ENZ |
Y axis displacement in Z direction. |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z. |
|
MCR |
Elastic critic moment of lateral buckling. |
|
ALP_Y |
Imperfection factor for My bending moment. |
|
ALP_Z |
Imperfection factor for Mz bending moment. |
|
ALP_LT |
Imperfection coefficient for lateral buckling. |
|
LAM_Y |
Reduced non dimensional slenderness for My bending moment (λy) |
|
LAM_Z |
Reduced non dimensional slenderness for Mz bending moment (λz) |
|
LAM_LT |
Reduced non dimensional slenderness for lateral buckling (λLT) |
If the active code is ASME BPVC III Subsection NF:
|
CHCKTYPE |
TENSION: Checking of member in axial tension (Chapter NF-3322). |
|
Lab1 |
Description |
|
FT |
Allowable stress in tension. |
|
CRT_STR |
Stress criterion. |
|
SLD_RT |
Slenderness ratio. |
|
CRT_SLD |
Slenderness criterion. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Checking members for shear (Chapter NF-3322). |
|
Lab1 |
Description |
|
FV |
Allowable stress in shear. |
|
CRT_SHZ |
Shear criterion in Z axis. |
|
CRT_SHY |
Shear criterion in Y axis. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPRESS: Check members in axial compression (Chapter NF-3322). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
FA |
Allowable stress in compression. |
|
CRT_STR |
Stress criterion. |
|
SLD_RT |
Slenderness ratio. |
|
CRT_SLD |
Slenderness criterion. |
|
CRT_W |
Width-thickness criterion. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Bending checking (Chapter NF-3322). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
FB |
Allowable stress in bending. |
|
CRT_W |
Width-thickness criterion. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COM_BEND: Bending + axial compression checking (Chapter NF-3322). |
|
Lab1 |
Description |
|
QS |
Unstiffened Compression elements reduction factor. |
|
QA |
Stiffened Compression elements reduction factor. |
|
FS |
Allowable stress in compression. |
|
CRT_AST |
Axial stress criterion (compression). |
|
SLD_RT |
Slenderness ratio. |
|
CRT_SLD |
Slenderness criterion. |
|
CRT_W |
Width-thickness criterion. |
|
CRT_N |
Axial compression criterion. |
|
QSZ |
Unstiffened compression elements reduction factor (Z axis). |
|
QAZ |
Stiffened compression elements reduction factor (Z axis). |
|
FBZ |
Allowable stress in bending (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
QSY |
Unstiffened compression elements reduction factor (Y axis). |
|
QAY |
Stiffened compression elements reduction factor (Y axis). |
|
FBY |
Allowable stress in bending (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
TEN_BEND: Bending + axial tension checking (Chapter NF-3322). |
|
Lab1 |
Description |
|
FT |
Allowable stress in tension. |
|
CRT_AST |
Axial stress criterion (tension). |
|
SLD_RT |
Slenderness ratio. |
|
CRT_SLD |
Slenderness criterion. |
|
CRT_N |
Axial tension criterion. |
|
QSZ |
Unstiffened compression elements reduction factor (Z axis). |
|
QAZ |
Stiffened compression elements reduction factor (Z axis). |
|
FBZ |
Allowable stress in bending (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
QSY |
Unstiffened compression elements reduction factor (Y axis). |
|
QAY |
Stiffened compression elements reduction factor (Y axis). |
|
FBY |
Allowable stress in bending (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CRT_STR |
Stress criterion. |
|
CRT_COM |
Compression criterion. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
If the active code is AISC ASD Ninth Edition:
|
CHCKTYPE |
TENSION: Checking of member in axial tension (Chapter D). |
|
Lab1 |
Description |
|
FTPNG |
Allowable stress on the gross section. |
|
FTPNE |
Allowable stress on the net section. |
|
FTMIN |
Allowable stress. |
|
SLEND |
Slenderness ratio. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFBK: Checking of members in axial compression (Chapter E2). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
LAMBDA |
Column slenderness parameter. |
|
SLEND |
Slenderness ratio. |
|
FAC |
Allowable compression stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFTBK: Checking to compression for flexural-torsional buckling (Chapter E3). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
LAMBDA |
Equivalent slenderness parameter. |
|
FE |
Critical elastic buckling stress. |
|
SLEND |
Slenderness ratio. |
|
FAFT |
Allowable compression stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Checking of members under bending moment (Chapter F). |
|
Lab1 |
Description |
|
RE |
Hybrid girder factor. |
|
RPG |
Plate girder bending strenght reduction factor. |
|
FOB |
Elastic lateral-torsional buckling stress (single angles). |
|
MB |
Computed bending stress. |
|
FB |
Allowable bending stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Shear checking (Chapter F4). |
|
Lab1 |
Description |
|
FVY |
Allowable shear stress about Y axis |
|
FVZ |
Allowable shear stress about Z axis |
|
CRT_TOTY |
Total criterion about Y axis. |
|
CRT_TOTZ |
Total criterion about Z axis. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMP_BND: axial compression + bending checking (Chapter H1). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
LAMBDA |
Column slenderness parameter. |
|
SLEND |
Slenderness ratio. |
|
FAC |
Allowable compression stress. |
|
CRT_AX |
Total axial criterion. |
|
REZ |
Hybrid girder factor (Z axis). |
|
RPGZ |
Plate girder bending strength reduction factor (Z axis). |
|
FOBZ |
Elastic lat-torsional buckling stress (single angles) (Z axis). |
|
MBZ |
Computed bending stress (Z axis). |
|
FBZ |
Allowable bending stress (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
REY |
Hybrid girder factor (Y axis). |
|
RPGY |
Plate girder bending strength reduction factor (Y axis). |
|
FOBY |
Elastic lat-torsional buckling stress (single angles) (Y axis). |
|
MBY |
Computed bending stress (Y axis). |
|
FBY |
Allowable bending stress (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
TENS_BND: axial tension + bending checking (Chapter H2). |
|
Lab1 |
Description |
|
FTPNG |
Allowable stress on the gross section. |
|
FTPNE |
Allowable stress on the net section. |
|
FTMIN |
Allowable stress. |
|
SLEND |
Slenderness ratio. |
|
CRT_AX |
Axial criterion. |
|
REZ |
Hybrid girder factor (Z axis). |
|
RPGZ |
Plate girder bending strength reduction factor (Z axis). |
|
FOBZ |
Elastic lat-torsional buckling stress (single angles) (Z axis). |
|
MBZ |
Computed bending stress (Z axis). |
|
FBZ |
Allowable bending stress (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
REY |
Hybrid girder factor (Y axis). |
|
RPGY |
Plate girder bending strength reduction factor (Y axis). |
|
FOBY |
Elastic lat-torsional buckling stress (single angles) (Y axis). |
|
MBY |
Computed bending stress (Y axis). |
|
FBY |
Allowable bending stress (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
If the active code is ANSI/AISC N690:
|
CHCKTYPE |
TENSION: Checking of member in axial tension (Chapter Q1.5.1.1). |
|
Lab1 |
Description |
|
FTPNG |
Allowable stress on the gross section. |
|
FTPNE |
Allowable stress on the net section. |
|
FTMIN |
Allowable stress. |
|
SLEND |
Slenderness ratio. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFBK: Checking of members in axial compression (Chapter Q1.5.1.3). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
SLEND |
Slenderness ratio. |
|
FAC |
Allowable compression stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFTBK: Checking to compression for flexural-torsional buckling (Chapter Q1.5.1.3.6). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
FE |
Critical elastic buckling stress. |
|
SLEND |
Slenderness ratio. |
|
FAFT |
Allowable compression stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Checking of members under bending moment (Chapter Q1.5.1.4). |
|
Lab1 |
Description |
|
RE |
Hybrid girder factor. |
|
RPG |
Plate girder bending strenght reduction factor. |
|
FOB |
Elastic lateral-torsional buckling stress (single angles). |
|
MB |
Computed bending stress. |
|
FB |
Allowable bending stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Shear checking (Chapter Q1.5.1.2). |
|
Lab1 |
Description |
|
FVY |
Allowable shear stress about Y axis |
|
FVZ |
Allowable shear stress about Z axis |
|
CRT_TOTY |
Total criterion about Y axis. |
|
CRT_TOTZ |
Total criterion about Z axis. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMP_BND: axial compression + bending checking (Chapter Q1.6.1). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
SLEND |
Slenderness ratio. |
|
FAC |
Allowable compression stress. |
|
CRT_AX |
Total axial criterion. |
|
REZ |
Hybrid girder factor (Z axis). |
|
RPGZ |
Plate girder bending strength reduction factor (Z axis). |
|
FOBZ |
Elastic lat-torsional buckling stress (single angles) (Z axis). |
|
MBZ |
Computed bending stress (Z axis). |
|
FBZ |
Allowable bending stress (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
REY |
Hybrid girder factor (Y axis). |
|
RPGY |
Plate girder bending strength reduction factor (Y axis). |
|
FOBY |
Elastic lat-torsional buckling stress (single angles) (Y axis). |
|
MBY |
Computed bending stress (Y axis). |
|
FBY |
Allowable bending stress (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
TENS_BND: axial tension + bending checking (Chapter Q1.6.2). |
|
Lab1 |
Description |
|
FTPNG |
Allowable stress on the gross section. |
|
FTPNE |
Allowable stress on the net section. |
|
FTMIN |
Allowable stress. |
|
SLEND |
Slenderness ratio. |
|
CRT_AX |
Axial criterion. |
|
REZ |
Hybrid girder factor (Z axis). |
|
RPGZ |
Plate girder bending strength reduction factor (Z axis). |
|
FOBZ |
Elastic lat-torsional buckling stress (single angles) (Z axis). |
|
MBZ |
Computed bending stress (Z axis). |
|
FBZ |
Allowable bending stress (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
REY |
Hybrid girder factor (Y axis). |
|
RPGY |
Plate girder bending strength reduction factor (Y axis). |
|
FOBY |
Elastic lat-torsional buckling stress (single angles) (Y axis). |
|
MBY |
Computed bending stress (Y axis). |
|
FBY |
Allowable bending stress (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
If the active code is AISC 13th Edition/ AISC 14th Edition:
|
CHCKTYPE |
TENSION: Checking of Member in tension (Chapter D). |
|
Lab1 |
Description |
|
FIPNG |
Design strength for yielding in the gross section. |
|
FIPNE |
Design strength for fracture in the net section. |
|
FIPN |
Design strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFBK: Checking of members in compression (Chapter E). |
|
Lab1 |
Description |
|
QS |
Unstiffened Compression elements reduction factor. |
|
QA |
Stiffened Compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
LAMBDA |
Equivalent slenderness parameter. |
|
FCR |
Critical stress. |
|
PN |
Nominal axial strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPFTBK: Checking to compression for flexural-torsional buckling (Chapter E). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor. |
|
QA |
Stiffened Compression elements reduction factor. |
|
Q |
Full reduction factor for slender sections. |
|
LAMBDA |
Equivalent slenderness parameter. |
|
FCR |
Critical stress. |
|
PN |
Nominal axial strength. |
|
FE |
Elastic buckling stress. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Checking of members under bending moment (Chapter F). |
|
Lab1 |
Description |
|
CHK_YLD |
Checked Yielding limit state. |
|
CHK_LTB |
Checked Lateral-Torsional Buckling limit state. |
|
CHK_FLB |
Checked Flange Local Buckling limit state. |
|
CHK_WLB |
Checked Web Local Bucking limit state. |
|
CRT_YLD |
Yielding limit state criterion. |
|
CRT_LTB |
Lateral-Torsional Buckling limit state criterion. |
|
CRT_FLB |
Flange Local Buckling limit state criterion. |
|
CRT_WLB |
Web Local Bucking limit state criterion. |
|
MU |
Required flexural strength. |
|
MP |
Plastic bending moment. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Checking to shear (Chapter G). |
|
Lab1 |
Description |
|
VN |
Nominal shear strength. |
|
AW |
Web area. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
PLTGIRD: Checking plate girders (Chapter F). |
|
Lab1 |
Description |
|
FCR_LTB |
Critical stress for lateral-torsional buckling. |
|
FCR_FLB |
Critical stress for flange local buckling. |
|
FCR |
Critical stress. |
|
RPG |
Plate girder bending strength reduction factor. |
|
RT |
Radius of gyration. |
|
MN |
Nominal flexural strength. |
|
CRT_M |
Nominal flexural strength criterion. |
|
CV |
Ratio of critical web stress. |
|
VN |
Nominal shear strength. |
|
CRT_V |
Nominal shear strength criterion. |
|
CRT_FS |
Flexure-Shear Interaction criterion. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
BEND_AXL: Checking of members subjected to flexure plus tension / compression (Chapter H). |
|
Lab1 |
Description |
|
QS |
Unstiffened compression elements reduction factor (compression). |
|
QA |
Stiffened compression elements reduction factor (compression). |
|
Q |
Full reduction factor for slender sections (compression). |
|
LAMBDA |
Column slenderness parameter (compression). |
|
FCR |
Compression critical stress (compression). |
|
PN |
Nominal axial strength (compression). |
|
CRT_AXL |
Axial strength criterion. |
|
FIPNG |
Design strength for yielding in the gross section (tension). |
|
FIPNE |
Design strength for fracture in the net section (tension). |
|
FIPN |
Design strength (tension). |
|
CRT_TOT |
Total criterion. |
|
CHK_YLDZ |
Checked Yielding limit state (Z axis). |
|
CHK_LTBZ |
Checked Lateral-Torsional Buckling limit state (Z axis). |
|
CHK_FLBZ |
Checked Flange Local Buckling limit state (Z axis). |
|
CHK_WLBZ |
Checked Web Local Bucking limit state (Z axis). |
|
CRT_YLDZ |
Yielding limit state criterion (Z axis). |
|
CRT_LTBZ |
Lateral-Torsional Buckling limit state criterion (Z axis). |
|
CRT_FLBZ |
Flange Local Buckling limit state criterion (Z axis). |
|
CRT_WLBZ |
Web Local Bucking limit state criterion (Z axis). |
|
MUZ |
Required flexural strength (Z axis). |
|
MPZ |
Plastic bending moment (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
CHK_YLDY |
Checked Yielding limit state (Y axis). |
|
CHK_LTBY |
Checked Lateral-Torsional Buckling limit state (Y axis). |
|
CHK_FLBY |
Checked Flange Local Buckling limit state (Y axis). |
|
CHK_WLBY |
Checked Web Local Bucking limit state (Y axis). |
|
CRT_YLDY |
Yielding limit state criterion (Y axis). |
|
CRT_LTBY |
Flange Local Buckling limit state criterion (Y axis). |
|
CRT_FLBY |
Web Local Bucking limit state criterion (Y axis). |
|
CRT_WLBY |
Lateral-Torsional Buckling limit state criterion (Y axis). |
|
MUY |
Required flexural strength (Y axis). |
|
MPY |
Plastic bending moment (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
BDAXSHTR: Checking of Members Subjected to Torsion, Flexure, Shear and/or Axial Force (Chapter H). |
|
Lab1 |
Description |
|
FUN |
Required normal stress. |
|
FUV |
Required shear stress. |
|
FCRFBK |
Fcr for flexural buckling analysis. |
|
FCRFTBK |
Fcr for flexural torsional buckling analysis. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
If the active code is AISC 15th Edition:
|
CHCKTYPE |
TENSION: Checking of Member in tension (Chapter D). |
|
Lab1 |
Description |
|
FIPNG |
Design strength for yielding in the gross section. |
|
FIPNE |
Design strength for fracture in the net section. |
|
FIPN |
Design strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
COMPRESS: Checking of members in compression (Chapter E). |
|
Lab1 |
Description |
|
FE_1 |
Elastic buckling stress . |
|
FE_2 |
Flexural-torsional elastic buckling stress. |
|
FE |
Buckling stress. |
|
FCR |
Critical stress. |
|
PN |
Nominal axial strength. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
BENDING: Checking of members under bending moment (Chapter F). |
|
Lab1 |
Description |
|
MN_YLD |
Nominal flexural strength for Yielding limit state. |
|
MN_LTB |
Nominal flexural strength for Lateral-Torsional Buckling limit. |
|
MN_LTB |
Nominal flexural strength for Flange Local Buckling limit state. |
|
MN_WLB |
Nominal flexural strength for Web Local Bucking limit state. |
|
CRT_YLD |
Yielding limit state criterion. |
|
CRT_LTB |
Lateral-Torsional Buckling limit state criterion. |
|
CRT_FLB |
Flange Local Buckling limit state criterion. |
|
CRT_WLB |
Web Local Bucking limit state criterion. |
|
MU |
Required flexural strength. |
|
MP |
Plastic bending moment. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
ELM_OK |
OK and not OK elements. |
|
CHCKTYPE |
SHEAR: Checking to shear (Chapter G). |
|
Lab1 |
Description |
|
VN |
Nominal shear strength. |
|
AW |
Web area. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
BEND_AXL: Checking of members subjected to flexure plus tension / compression (Chapter H). |
|
Lab1 |
Description |
|
FE_1 |
Elastic buckling stress. |
|
FE_2 |
Flexural-torsional elastic buckling stress |
|
FE |
Buckling stress. |
|
FCR |
Compression critical stress (compression). |
|
PN |
Nominal axial strength (compression). |
|
CRT_AXL |
Axial strength criterion. |
|
FIPNG |
Design strength for yielding in the gross section (tension). |
|
FIPNE |
Design strength for fracture in the net section (tension). |
|
FIPN |
Design strength (tension). |
|
CRT_TOT |
Total criterion. |
|
MN_YLD_Z |
Flexural strength Yielding limit state (Z axis). |
|
MN_LTB_Z |
Flexural strength Lateral-Torsional Buckling limit state (Z axis). |
|
MN_FLB_Z |
Flexural strength Flange Local Buckling limit state (Z axis). |
|
MN_WLB_Z |
Flexural strength Web Local Bucking limit state (Z axis). |
|
CRT_YLDZ |
Yielding limit state criterion (Z axis). |
|
CRT_LTBZ |
Lateral-Torsional Buckling limit state criterion (Z axis). |
|
CRT_FLBZ |
Flange Local Buckling limit state criterion (Z axis). |
|
CRT_WLBZ |
Web Local Bucking limit state criterion (Z axis). |
|
MUZ |
Required flexural strength (Z axis). |
|
MPZ |
Plastic bending moment (Z axis). |
|
CRT_BDZ |
Bending criterion (Z axis). |
|
MN_YLD_Y |
Flexural strength Yielding limit state (Y axis). |
|
MN_LTB_Y |
Flexural strength Lateral-Torsional Buckling limit state (Y axis). |
|
MN_FLB_Z |
Flexural strength Flange Local Buckling limit state (Y axis). |
|
MN_WLB_Y |
Flexural strength Web Local Bucking limit state (Y axis). |
|
CRT_YLDY |
Yielding limit state criterion (Y axis). |
|
CRT_FLBY |
Web Local Bucking limit state criterion (Y axis). |
|
CRT_LTBY |
Lateral-Torsional Buckling limit state criterion (Y axis). |
|
CRT_WLBY |
Flange Local Buckling limit state criterion (Y axis). |
|
MUY |
Required flexural strength (Y axis). |
|
MPY |
Plastic bending moment (Y axis). |
|
CRT_BDY |
Bending criterion (Y axis). |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
|
CHCKTYPE |
BDAXSHTR: Checking of Members Subjected to Torsion, Flexure, Shear and/or Axial Force (Chapter H). |
|
Lab1 |
Description |
|
FUN |
Required normal stress. |
|
FUV |
Required shear stress. |
|
FCRFBK |
Fcr for flexural buckling analysis. |
|
FCRFTBK |
Fcr for flexural torsional buckling analysis. |
|
CRT_TOT |
Total criterion. |
|
CLS_COMP |
Compact, non-compact or slender classification for Compression. |
|
CLS_BEND |
Compact, non-compact or slender classification for Bending. |
If active code is CTE DB SE-A:
|
CHCKTYPE |
TENSION: Pure tension checking (Art.6.2.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation tension axial force. |
|
NTRD |
Tension strength of the section calculation. |
|
CRT_N |
Axial criterion (NEd/Nt.Rd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
NPLRD |
Plastic strength of the gross section calculation. |
|
NURD |
Ultimate strength of the net section calculation. |
|
CHCKTYPE |
COMPRESS: Pure compression checking (Art.6.2.5). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
NCRD |
Compression strength of the section calculation. |
|
CRT_N |
Axial criterion (NEd/Nc.Rd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the considered section (gross or effective) (A, Aeff). |
|
CHCKTYPE |
BENDING: Bending checking (Art.6.2.6). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
MCRD |
Calculation bending strength of the section. |
|
CRT_M |
Bending criterion (MEd/Mc.Rd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff). |
|
CHCKTYPE |
SHEAR: Shear checking (Art.6.2.4). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
VED |
Calculation shear force. |
|
VPLRD |
Value of the calculation of plastic strength in section shear force. |
|
CRT_S |
Shear criterion (VEd/Vpl.Rd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
CHCKTYPE |
BEND_SHR: Bending + shear checking (Art.6.2.8). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
VED |
Calculation shear force. |
|
MVRD |
Strength reduced bending calculation of the section. |
|
CRT_BS |
Combined shear and bending criterion (MEd/Mv.Rd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
S_AREA |
Shear area. |
|
W |
Section modulus used (elastic, plastic, effective) (Wel, Wpl, Weff). |
|
VPLRD |
Value of the calculation of plastic strength in shear force. |
|
RHO |
Reduction factor. |
|
CHCKTYPE |
BEND_AXL: Axial force + biaxial bending checking (6.2.8). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation axial force. |
|
MYED |
Y design bending moment. |
|
MZED |
Z design bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending reduced calculation strength of the section (MNy.Rd, Wel.y·fyd, Weff.y·fyd). |
|
MNZRD |
Z bending reduced calculation strength of the section (MNz.Rd, Wel.z·fyd, Weff.z·fyd). |
|
CRT_N |
Axial criterion (NEd/NcRd). |
|
CRT_MY |
Y axis bending criterion (MyEd/MNy.Rd). |
|
CRT_MZ |
Z axis bending criterion (MzEd/MNzRd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y) |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z) |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Ed+NEd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Ed+NEd·eNz). |
|
CHCKTYPE |
BD_AX_SH: Axial force + biaxial bending + shear checking (Art.6.2.8). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation axial force. |
|
VYED |
Y axis calculation shear force. |
|
VZED |
Z axis calculation shear force. |
|
MYED |
Y axis calculation bending moment. |
|
MZED |
Z axis calculation bending moment. |
|
NCRD |
Compression calculation strength of the section (A·fyd, Aeff·fyd). |
|
MNYRD |
Y bending calculation reduced strength (MNy.Rd, Wy·(fyd·(1-ρ))). |
|
MNZRD |
Z bending calculation reduced strength (MNz.Rd, Wz·(fyd·(1-ρ))). |
|
CRT_N |
Axial criterion (NEd/NcRd). |
|
CRT_MY |
Y bending criterion (MyEd/MNy.Rd). |
|
CRT_MZ |
Z bending criterion (MzEd/MNz.Rd). |
|
RHO_Y |
Reduction factor for MNyRd. |
|
RHO_Z |
Reduction factor for MNzRd. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
AREA |
Area of the section used (gross or effective) (A, Aeff). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
SIGXED |
Maximum normal stress. |
|
ENY |
Z displacement in Y direction. |
|
ENZ |
Y displacement in Z direction. |
|
USE_MY |
Modified calculation value of the bending moment according to Y (My.Ed+NEd·eNy). |
|
USE_MZ |
Modified calculation value of the bending moment according to Z (Mz.Ed+NEd·eNz). |
|
SHY_AR |
Shear area according to Y direction. |
|
SHZ_AR |
Shear area according to Z direction. |
|
CHCKTYPE |
BUCK_CMP: Compression buckling checking (Art.6.3.2). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
NBRD |
Buckling calculation strength of a compact member. |
|
CRT_CB |
Compression buckling criterion (NEd/Nb.Rd). |
|
CRT_TOT |
Total criterion |
|
ELM_OK |
OK and not OK elements. |
|
CHI |
Reductive coefficient of the studied buckling mode (Χ = Min{ΧY,Χ Z} )). |
|
BETA_A |
Relationship between the used area and the section’s gross area. |
|
AREA |
Area of the gross section. |
|
CHI_Y |
Reductive coefficient of the studied buckling mode according to Y axis. |
|
CHI_Z |
Reductive coefficient of the studied buckling mode according to Z axis. |
|
PHI_Y |
Φ parameter for My. bending moment. |
|
PHI_Z |
Φ parameter for Mz bending moment. |
|
LAM_Y |
Non dimensional slenderness reduced for My bending moment (λy). |
|
LAM_Z |
Non dimensional slenderness reduced for Mz bending moment (λZ). |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y axis. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z axis. |
|
ALP_Y |
Imperfection coefficient for My bending moment. |
|
ALP_Z |
Imperfection coefficient for Mz bending moment. |
|
CHCKTYPE |
BUCK_BND: Bending lateral buckling checking (Art.6.3.3). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
MED |
Calculation bending moment. |
|
MBRD |
Calculation resistance to lateral buckling of a non transversally braced beam. |
|
CRT_LT |
Bending lateral buckling criterion (MEd/Mb.Rd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHI_LT |
Reductive coefficient relative to lateral buckling. |
|
WPL |
Plastic section modulus. |
|
PHI_LT |
Phi parameter corresponding to lateral buckling ΦLT. |
|
LAM_LT |
Reduced non-dimensional slenderness (λLT). |
|
MCR |
Elastic critic moment of lateral buckling (Article 6.3.3.3). |
|
ALP_LT |
Imperfection factor for lateral buckling (αLT ) |
|
CHCKTYPE |
BUCK_BTN: Bending lateral buckling + tension checking (Art.6.3.4.1). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NTED |
Calculation tension axial force. |
|
MED |
Calculation bending moment. |
|
MEFFED |
Calculation internal effective bending moment. |
|
MBRD |
Calculation strength to lateral buckling. |
|
CRT_LT |
Lateral buckling criterion (Meff.Ed/Mb.Rd). |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
WCOM |
Section modulus refered to the compact extreme fibre. |
|
SCOMED |
Tension calculated in the compact extreme fibre (σCom.Ed). |
|
CHI_LT |
Reductive coefficient corresponding to lateral buckling. |
|
WPL |
Plastic section modulus. |
|
PHI_LT |
Φ parameter corresponding to lateral buckling. |
|
LAM_LT |
Reduced non dimensional slenderness (λLT). |
|
MCR |
Elastic critic moment of lateral buckling (Article 6.3.3.3). |
|
ALP_LT |
Imperfection factor for lateral buckling (αLT ). |
|
CHCKTYPE |
BUCK_BCM: Bending lateral buckling + compression checking (Art.6.3.4.2). |
|
Lab1 |
Description |
|
CLASS |
Section class. |
|
NED |
Calculation compression axial force. |
|
MYED |
Y design bending moment . |
|
MZED |
Z design bending moment. |
|
NBRD1 |
Compression calculation resistance of the section (Χy·A·fy/γM1). |
|
MYRD1 |
Y bending calculation reduced resistance of the section (ΧLT·Wy·fy/ γM1, Wy·fy/ γM1) |
|
MZRD1 |
Z bending calculation reduced resistance of the section (Wz·fy/ γM1). |
|
NBRD2 |
Compression calculation resistance of the section (Χz·A·fy/γM1). |
|
MYRD2 |
Y bending calculation reduced resistance of the section (ΧLT·Wy·fy/ γM1, Wy·fy/ γM1) |
|
MZRD2 |
Z bending calculation reduced resistance of the section (Wz·fy/ γM1). |
|
K_Y |
Ky parameter. |
|
K_Z |
Kz parameter. |
|
K_LT |
KLT parameter. |
|
CRT_N1 |
Axial criterion (NEd/NcRd). |
|
CRT_MY1 |
Y axis bending criterion (Ky·(Cm,y·MyEd+NEd·eNy)/MyRd). |
|
CRT_MZ1 |
Z axis bending criterion (αz·Kz·(Cm,z MzEd+NEd·eNz)/MzRd). |
|
CRT_1 |
Criterion 1. |
|
CRT_N2 |
Axial criterion (NEd/NcRd). |
|
CRT_MY2 |
Y axis bending criterion (αy Ky·(Cm,y·MyEd+NEd·eNy)/MyRd, KyLT·(MyEd+NEd·eNy)/MyRd). |
|
CRT_MZ2 |
Z axis bending criterion (αz·Kz·(Cm,z MzEd+NEd·eNz)/MzRd). |
|
CRT_2 |
Criterion 2. |
|
CRT_TOT |
Total criterion. |
|
ELM_OK |
OK and not OK elements. |
|
CHI_Y |
Reductive coefficient of the considered buckling mode according to Y. |
|
CHI_Z |
Reductive coefficient of the considered buckling mode according to Z. |
|
CHI_LT |
Reductive coefficient corresponding to lateral buckling. |
|
AREA |
Area of the section used (gross or effective). |
|
WY |
Y axis section modulus used (elastic, plastic or effective) (Wel.y, Wpl.y, Weff.y). |
|
WZ |
Z axis section modulus used (elastic, plastic or effective) (Wel.z, Wpl.z, Weff.z). |
|
ENY |
Z axis displacement in Y direction. |
|
ENZ |
Y axis displacement in Z direction. |
|
NCR_Y |
Elastic critic axial force for the considered buckling mode according to Y. |
|
NCR_Z |
Elastic critic axial force for the considered buckling mode according to Z. |
|
MCR |
Elastic critic moment of lateral buckling (Article 6.3.3.3). |
|
LAM_Y |
Reduced non dimensional slenderness for My bending moment (λy). |
|
LAM_Z |
Reduced non dimensional slenderness for Mz bending moment (λz). |
|
LAM_LT |
Reduced non dimensional slenderness for lateral buckling (λLT). |
Notes
- For more information about the content of the element results for each checking, see Theory Manual, sections corresponding to EA, BS 5950, AISC LRFD, Eurocode3, GB50017, AISC ASD Ninth Edition, ANSI/AISC N690, ASME BPVC III Subsection NF, AISC 13th Edition, AISC 14th Edition, AISC 15th Edition  and CTE DB SE-A.
- Stresses are given in users units.
- The graphic output will be stored in two temporal etables named CFETAB_I and CFETAB_J.
- The annotations that appear in the graph are automatically deleted in order to avoid being shown in the following drawings. Therefore, if the REPLOT command is used, the new drawing will not have annotations. To get back the annotations, issue the ~PLLSSTL command again or send it to a file.
- All calculations are made according to what is stated in the article’s specifications of the corresponding codes for the corresponding solicitation, following the proceedings explained in the Theory Manual.
- To have access to the command through the corresponding menu option, the corresponding code must be active (see ~CODESEL command).
Menu Paths
Main Menu > CIVIL Postprocessor > Code Checking > ###### > BEAM RESULTS: Plot Results
Where ###### represents the active structural steel code.
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