Figure 1. Tee section
property-spec = AX D WF TF TW IZ IY IX CY AY AZ
| AX
|
Cross section area
|
| D
|
Depth of the section
|
| WF
|
Width of flange
|
| TF
|
Thickness of flange
|
| TW
|
Thickness of web
|
| IZ
|
Moment of inertia about local z-axis (usually strong
axis)
|
| IY
|
Moment of inertia about local y-axis
|
| IX
|
Torsional constant
|
| CY
|
Distance from back of web to center of gravity (C.G.) of the shape along the
local y-axis. |
| AY
|
Shear area in local y-axis. If zero, shear
deformation is ignored in the analysis.
|
| AZ
|
Shear area in local z-axis. If zero, shear
deformation is ignored in the analysis.
|