## Technical Solutions Archive

May 24, 2010

### How to Define a Beam to Column Eccentricity in RISA-3D & RISA-2D

When you have a deep column, it is necessary to model the beam so that it connects to the face of the column. This results in an eccentricity at the joint. RISA-3D and RISA-2D offer two ways to model this eccentricity.

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May 12, 2010

### Let’s Customize Your RISA Toolbar

The customizable toolbar is a new feature in both RISA-3D and RISAFloor. You’ll find all of your familiar buttons as well some new buttons which make reviewing your model and results easier.

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April 22, 2010

### New Distributed Line Loads for Wall Panels

Apply distributed loads to the edges of your RISA-3D wall panels in one step. Simply open the Distributed Load dialogue box from the Drawing toolbar or go to the Distributed Loads spreadsheet on the Data Entry toolbar.

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April 20, 2010

### How to Correctly Define Unbraced Lengths

There are four different values for Unbraced lengths in RISA-3D, RISA-2D and RISAFloor. Two are for axial calculations and two are for bending calculations.

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March 26, 2010

### What Are Physical Members?

Members (beams, columns, braces, etc.) are defined in RISA by an I-Joint and a J-Joint. While you and I see a beam occupying physical space between two columns, most programs see a line between Point I and Point J. This is known as a non-physical member.