Interaction Surface Definition

Use the Interaction Surface Definition form as follows:

Important Notes:

 

For the axial load values, tension should always be input as positive and compression should always be input as negative. This is opposite the design convention for concrete but is consistent with the analysis convention and the steel-design convention.

 

The angle associated with each M column is indicated at the top of the spreadsheet. Angle 0 corresponds to the +M2 axis (usually the minor moment), Angle 90 corresponds to +M3 (usually the major moment), and so on. The moment values in each M column should always be input as positive values.

    1. Enter a scale factor in the P edit box. The default for this value is 1. This scale factor multiplies all values in the P column.

    2. Enter a scale factor in the M edit box. The default for this value is 1. This scale factor multiplies all values in all the M columns. Typically the interaction surface in the spreadsheet is normalized so that the maximum moment at Angle 90 is 1, and the scale factor is set to the actual value of maximum moment at Angle 90 (+M3). Alternatively, the scale factor may be set to 1 and actual moment values may be input in the spreadsheet.

 

Access the Interaction Surface Definition form as follows:

  1. Click the Define menu > Section Properties > Frame Nonlinear Hinge command to access the Define Frame Hinge Properties form. Then do one of the following:

  1. Select P-M2-M3 from the list of hinge Types to access the Frame Hinge Property Data for {Hinge Name} - Interacting P-M2-M3 form.

  2. Click the Modify/Show P-M2-M3 Interaction Surface Data button to access the Frame Hinge Interaction Surface for {Hinge Name} - Interacting P-M2-M3 form.

  3. Select the User Definition option if it is not already selected and click the Define/Show Surface button.