ShapeDesigner
Properties 
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ShapeDesigner
Properties
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When you draw a shape and specify its material properties, as each change is made
the sectional properties are automatically recalculated.
The properties calculated are as follows. |
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Property |
Description |
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Mass Volume Area CMass CVolume CArea Ixx Iyy Ixy Io rx ry Ixp Iyp Ixyp rxp ryp Iop b Imax Imin Ixc Iyc rxc ryc Ioc J Cw Swx Swy Stx Sbx Sty Sby Zx Zy fx fy Ø PNA xc yc xs ys Mpmax Memax Kx,ky Ax,Ay bx,by Tpmax: Dsc: bft: |
Mass of the cross Volume of the cross section (if the length=1 is the same as area) area of cross section Mass of the transformed composite cross section Volume of the transformed composite cross section area of the transformed composite cross section Moment of inertia about x axis Moment of inertia about y axis Product of inertia about origin Polar moment of inertia about origin Radius of gyration about x axis Radius of gyration about y axis Moment of inertia about principal x axis through centroid Moment of inertia about principal y axis through centroid Product of inertia about centroid (principal direction) Radius of gyration about principal x axis through centroid Radius of gyration about principal y axis through centroid Polar moment about origin of the centroidal principal axes Angle of orientation (direction) of the principal x axis maximum magnitudes of principal moment of inertia minimum magnitudes of principal moment of inertia Moment of inertia about x axis through centroid Moment of inertia about y axis through centroid Radius of gyration about x axis through centroid Radius of gyration about y axis through centroid Polar moment of inertia about origin of the centroidal axes Torsion constant Constant of warping Sectorial product of area/x axis Sectorial product of area/y axis Elastic Modulus about x axis at top Elastic Modulus about x axis at bottom Elastic Modulus about x axis at top Elastic Modulus about y axis at bottom Plastic Modulus about y axis Plastic Modulus about y axis shape factor in x(Plastic neutral) direction shape factor in y(plastic neutral) direction Angle of orientation of the neutral axis from principal x-axis Position of the plastic neutral axis x location of centroid y location of centroid x location of shear center y location of shear center Fully Plastic Moment Maximum Elastic Moment the section shear constant about x and y axis the reduced shear areas about x and y axis Constants of stability Fully plastic Torque Distance between shear center and centroid Flexural-torsional constant |
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Maximum stresses sx: Axial stress sw: Axial warping stress tsx: Shear stress in x direction tsy: Shear stress in y direction txz: Torsional shear stress in x direction tyz: Torsional shear stress in y direction Minimum stresses sx: Axial stress sw: Axial warping stress tsx: Shear stress in x direction tsy: Shear stress in y direction txz: Torsional shear stress in x direction tyz: Torsional shear stress in y direction Stresses at custom position sx: Axial stress sw: Axial warping stress tsx: Shear stress in x direction tsy: Shear stress in y direction txz: Torsional shear stress in x direction tyz: Torsional shear stress in y direction qx: Flow stress in x direction qy: Flow stress in y direction sI ; sII ; sIII : Principal stresses
Failure criteria for yield strength · Maximum normal stress criterion · Tresca criterion · Von Mises-Hencky criterion · Saint-Venant criterion · Maximum strain energy criterion |
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| Graphical visualization and printer output of the stresses, the centroid, shear center, neutral axis and principals directions | |
