
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 24, 2010
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.
Read MorePosted in Technical Solutions | Comments Off on How to Define a Beam to Column Eccentricity in RISA-3D & RISA-2D
May 12, 2010
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.
Read MorePosted in Technical Solutions | Comments Off on Let’s Customize Your RISA Toolbar
May 4, 2010
RISA-2D Version 9.1 includes fully integrated wood wall design. Design wood walls for all three design methods: Perforated, Segmented and Force Transfer Around Openings.
Read MorePosted in What's New | Comments Off on RISA-2D 9.1 Now Available
April 22, 2010
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.
Read MorePosted in Technical Solutions | Comments Off on New Distributed Line Loads for Wall Panels
April 20, 2010
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.
Read MorePosted in Technical Solutions | Comments Off on How to Correctly Define Unbraced Lengths
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