Returns information concerning section properties.
The RSA_SECTION_DATA formula syntax has the following arguments:
The following types of information are available:
additional angle which can be specified for some section (for example thin-walled section)
additional angle which can be specified for some section (for example thin-walled section)
cross-sectional area
reduced cross-sectional area when the influence of shear forces is considered (for calculations of angular deformations XY)
reduced cross-sectional area when the influence of shear forces is considered (for calculations of angular deformations XZ)
section width: basic (maximal) horizontal dimension of a section
width of section bf2 in a monosymmetric section
section height: basic (maximal) vertical dimension of a section
dimension 1 (first numerical component of the section label)
dimension 2 (second numerical component of the section label)
dimension 3 (third numerical component of the section label)
Gamma angle
warping constant I_omega
moment of inertia for torsion
moment of inertia about Y axis
moment of inertia about Z axis
height of web p1 in parametric cross type section - l
thickness of web p1 in parametric cross type section - t
height of web p2 in parametric cross type section - l
thickness of web p2 in parametric cross type section - t
height of web p3 in parametric cross type section - l
thickness of web p3 in parametric cross type section - t
height of web p4 in parametric cross type section - l
thickness of web p4 in parametric cross type section - t
fillet radius (RA)
fillet radius (Ri)
distance between elements in compound sections
painting area of the bar unit length (section perimeter)
flange thickness
thickness of flange tf2 in a monosymmetric section
web thickness
extreme fiber distance from Z axis (on the negative side of Y axis)
extreme fiber distance from Y axis (on the negative side of Z axis)
extreme fiber distance from Z axis (on the positive side of Y axis)
extreme fiber distance from Y axis (on the positive side of Z axis)
nominal weight per unit length of a bar
value of elastic section modulus Wely = max(Iy/vz, Iy/vpz)
value of elastic section modulus Welz = max(Iz/vy, Iz,/vpy)
section modulus for calculations of torsion stresses
shear area Qy
shear area Qz
plastic section modulus in bending about Y axis Wply
plastic section modulus in bending about Z axis Wplz
The following input methods are available:
Open the RSA_FORMULAS.rtd and RSA_FORMULAS.xlsx files to get a better understanding of the example below.
RSA_SECTION_DATA("WEIGHT","W 8x15") - specifies a weight value per unit length of the cross-section of the W 8x15 section
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