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ENERCALC
Using these entries you can apply uniform lateral loads between the endpoints of the column. Loads
applied "Along Y-Y" are applied parallel to the Y-Y axis of the steel section. For a wide flange section
this is parallel to the web.
The "Start" and "End" Locations are entered as the distances from the column base,
Moments Tab
These entries allow you to specify applied moments at the top, bottom, or between the ends of
the column. When entering a moment between the ends enter the "Distance above base" as
the distance above what you are considering the bottom of the column. The important thing is
that the distances you enter for all applied loads uses the same end of the column as the
reference.
Note: Do not apply a moment to a "fixed" end of the column. You are just applying the load to
a rigid end and none of the moment will create bending in the column.
Section Properties Tab
This secondary tab is where the steel section properties are listed. The properties shown here
are used for the calculation.
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