Geometric Variables
The beam formulations are based on the assumption that cross-section data are known. You can either enter them explicitly or, for a number of standard cross sections, get them computed internally. In
Table 2-5
contains a summary of the important geometric variables used in the Beam interface.
Table 2-5:
Geometric Variables in Beam Interface.
Property
Variable Name
Description
A
beam.area
Cross-section area
I
zz
beam.Izz
Moment of inertia around local z-axis
e
z
beam.ez
Distance to shear center in local z direction
μ
y
beam.muy
Max shear stress factor in local y direction
κ
y
beam.kappay
Shear correction factor along local y-axis
r
gy
beam.rgy
Radius of gyration, local y direction
I
yy
beam.Iyy
Moment of inertia around local y-axis
e
y
beam.ey
Distance to shear center in local y direction
μ
z
beam.muz
Max shear stress factor in local z direction
κ
z
beam.kappaz
Shear correction factor along local z-axis
r
gz
beam.rgz
Radius of gyration, local z direction
J
beam.J_beam
Torsional constant
W
t
beam.Wt
Torsional section modulus
r
e
beam.re
Equivalent radius
beam.yBeam1 beam.zBeam1
Stress evaluation point 1, local coordinates
beam.yBeam2 beam.zBeam2
Stress evaluation point 2, local coordinates
beam.yBeam3 beam.zBeam3
Stress evaluation point 3, local coordinates
beam.yBeam4 beam.zBeam4
Stress evaluation point 4, local coordinates