"Slab Load Properties" will be loaded when the "Slab Load" option in the "Concrete Member " pulldown (or toolbar) is selected. A new slab load can be defined by arranging the fields in the properties form and then by clicking the insertion reference. The following fields exist in this properties form: |
Depending on the selected load type, necessary definition parameters will be set visible in the properties form.
Load Type | Three Load Type Buttons are available in the upper pane of the properties form to enable the definition of Point Loads, Line Loads and Partial Area Loads. |
Horizontal ("b1 ") and vertical ("b2 ") dimensions of the slab load can be defined in these fields.
Slab loads are inserted based on an axis intersection as reference point. The horizontal distance ("e1 ") and vertical distance ("e2 ") to the lower left corner of the slab load can be defined in these fields. The definition is similar to the definition of “e1” and “e2” in the slab opening section.
The "Angle" field allows you to define rotated slab loads. This is the direction angle of the bottom edge of the area load or direction of the line load measured from global x-axis.
For every vertical load case (“G ” and “Q”) a set of load magnitudes can be defined. You can switch load cases using the "Next/Previous Load Case " buttons.
Magnitude of the loads can be defined using the fields provided at the bottom of the properties form.
To define a new Slab Load:
In order to edit an existing Slab Load:
You can repeat this process to as many members as you wish. One loading at a time can be edited by this method.
A more flexible and powerful way to define load load is by using the Load Editor. Refer to this article : Define Slab Load via Load Editor