How to Apply Notional Loads in RISA-3D
May 23, 2011

How to Apply Notional Loads in RISA-3D

In RISA-3D you can automatically apply notional loads to your structure to comply with your steel code (such as AISC 360). Notional loads take into account a building’s actual out-of-plumbness by adding de-stabilizing lateral loads. The AISC 360 recommends either 0.2% or 0.3% of the vertical loads...

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Refining Area Load Distribution in RISA-3D
April 20, 2011

Refining Area Load Distribution in RISA-3D

After solving a model with Member Area Loads, RISA-3D will automatically create Transient Basic Load Cases that allow the user to verify load distribution.

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Using Sum of Reactions in RISA-3D
April 18, 2011

Using Sum of Reactions in RISA-3D

RISA-3D will now check your model for errors by summing the reactions in your model and comparing them to the applied loads. This occurs for the global X, Y, and Z directions. If RISA identifies that the reactions do not equal the applied loads then the software will show a warning message to the...

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What are the Unbalanced Forces on Beams?
April 6, 2011

What are the Unbalanced Forces on Beams?

V-Brace frames in RISA-3D seismic design have unbalanced forces shown on both the beams and braces. As brace frames displace under lateral loads, one brace will buckle and its force decreases while the other brace in tension will have an increase of force until it reaches yield.

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Using Transient Loads to Verify Applied Area Loads in RISA-3D
March 16, 2011

Using Transient Loads to Verify Applied Area Loads in RISA-3D

When a model is solved that contains Member Area Loads, the program automatically attributes them to the applicable members within the defined area of the applied load. The load is attributed to the members as distributed loads that RISA-3D defines as Transient Loads.

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How to Use Seismic Factors in Load Combinations in RISA-3D
March 3, 2011

How to Use Seismic Factors in Load Combinations in RISA-3D

RISA-3D now has the ability to define the seismic parameters Rho, Omega and SDS directly into load combinations. If you open the Basic Load Cases spreadsheet and click into the BLC column, the dialog offers the ability to add these values in to factor the load.

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How To Generate Seismic Loads Automatically in RISA-3D
February 28, 2011

How To Generate Seismic Loads Automatically in RISA-3D

Applying seismic loads to structures with rigid diaphragms can be done automatically in RISA-3D. In the image below we have a structure that has rigid diaphragms and the seismic load has already been applied at each diaphragm level.

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