Simbolo |
Significato |
---|---|
A |
Gross area. |
b |
Width |
CBRes |
Combination leading to maximum resistance utilization factor |
CBSta |
Combination leading to maximum stability utilization factor |
DxMax |
Maximum nodal translation, direction X |
DxMin |
Minimum nodal translation, direction X |
DyMax |
Maximum nodal translation, direction Y |
DyMin |
Minimum nodal translation, direction Y |
DzMax |
Maximum nodal translation, direction Z |
DzMin |
Minimum nodal translation, direction Z |
e |
Utilization ratio (or exploitation). |
E |
Young's modulus of elasticity |
eEnv,Res |
Resistance envelope utilization ratio |
eEnv,Sta |
Stability envelope utilization ratio |
EleRes |
Element where resistance maximum is reached |
EleSta |
Element where stability maximum is reached |
fu |
Tensile strength |
fy |
Yield strength |
G |
Tangential modulus of elasticity. |
γM0 |
Partial safety factor |
γM1 |
Partial safety factor |
γM2 |
Partial safety factor |
h |
Height |
J2 |
Second area moment to principal axis 2 |
J3 |
Second area moment to principal axis 3 |
Jp |
Polar second area moment |
Ldef1DTot |
Total deformable length of 1D elements (beams & trusses) |
LdefBB |
Deformable length of Bernoulli beam elements |
LdefT |
Deformable length of truss elements |
Lnom1D |
Nominal length of 1D elements (beams & trusses) |
LrigBTot |
Total rigid offset length of beam elements |
M2 |
Bending moment to principal axis 2 |
M2,el,Rd |
Maximum design elastic moment (factored) to principal axis 2 |
M2pl,Rd |
Maximum design plastic moment (factored) to principal axis 2 |
M3 |
Bending moment to principal axis 3 |
M3,el,Rd |
Maximum design elastic moment (factored) to principal axis 3 |
M3,pl,Rd |
Maximum design plastic moment (factored) to principal axis 3 |
ME,1,Max |
Maximum envelope torque moment (for all combinations) |
ME,1,Min |
Minimum envelope torque moment (for all combinations) |
ME,2,Max |
Maximum envelope bending moment to principal axis 2 (for all combinations) |
ME,3,Max |
Maximum envelope bending moment to principal axis 3 (for all combinations) |
ME,2,Min |
Minimum envelope bending moment to principal axis 2 (for all combinations) |
ME,3,Min |
Minimum envelope bending moment to principal axis 3 (for all combinations) |
MR,x |
Second moment of total masses to global axis X |
MR,y |
Second moment of total masses to global axis Y |
MR,z |
Second moment of total masses to global axis Z |
Mt |
Torsional moment |
MT,x |
Total translational mass direction X |
MT,y |
Total translational mass direction Y |
MT,z |
Total translational mass direction Z |
Mx |
Total moment of all applied loads to global axis X |
My |
Total moment of all applied loads to global axis Y |
Mz |
Total moment of all applied loads to global axis Z |
N |
Axial force (positive if traction). |
NE,Max |
Maximum envelope axial force (for all combinations) |
NE,Min |
Minimum envelope axial force (for all combinations) |
NMembrane3 |
Number of membrane elements 3-noded |
NMembrane4 |
Number of membrane elements 4-noded |
NPlate3 |
Number of plate elements 3-noded |
NPlate4 |
Number of plate elements 4-noded |
Rx |
Total resultant of applied loads, direction X |
Ry |
Total resultant of applied loads, direction Y |
Rz |
Total resultant of applied loads, direction Z |
ReactTot,RX |
Total moment of nodal constraints and nodal residuals to global axis X |
ReactTot,RY |
Total moment of nodal constraints and nodal residuals to global axis Y |
ReactTot,RZ |
Total moment of nodal constraints and nodal residuals to global axis Z |
ReactTot,TX |
Total resultant of nodal constraints and nodal residuals to global axis X (force) |
ReactTot,TY |
Total resultant of nodal constraints and nodal residuals to global axis Y (force) |
ReactTot,TZ |
Total resultant of nodal constraints and nodal residuals to global axis Z (force) |
Snon2D |
Nominal surface of 2D elements (plates & membranes) |
tf |
Flange thickness |
tw |
Web thickness |
V2 |
Shear along principal axis 2 |
V3 |
Shear along principal axis 3 |
VE,2,Max |
Maximum envelope shear along axis 2 (for all combinations) |
VE,2,Min |
Minimum envelope shear along axis 2 (for all combinations) |
VE,3,Max |
Maximum envelope shear along axis 3 (for all combinations) |
VE,3,Min |
Minimum envelope shear along axis 3 (for all combinations) |
Vnom3D |
Nominal volume of solid elements |
VolDefTot1D |
Total volume of the deformable part of 1D elements (beams & trusses) |
VolDefTot2D |
Total volume of the deformable part of 2D elements (plate & membranes) |
W |
Elastic flexural modulus |
Wel,2 |
Elastic flexural modulus, bending axis 2 |
Wel,3 |
Elastic flexural modulus, bending axis 3 |
Wpl,2 |
Plastic flexural modulus, bending axis 2 |
Wpl,3 |
Plastic flexural modulus, bending axis 3 |
WeiDefTot1D |
Total weight of deformable part of 1D elements |
WeiDefTot2D |
Total weight of deformable part of 2D elements |
x |
Reference axis |
XPA |
X coordinate of the resultant point of application |
y |
Reference axis |
YPA |
Y coordinate of the resultant point of application |
ZPA |
Z coordinate of the resultant point of application |