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What’s New Archive

April 26, 2018

RISAFloor ES has the ability to check the Long Term Deflection with Creep and Shrinkage. The program uses an iterative method to adjust the plate stiffness until it converges upon a solution. You can setup all the necessary coefficients and factors in the Model Settings (as shown below). Once you run solution on a RISAFloor […]

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April 19, 2018

RISAConnection Version 8.0 now offers Vertical Brace Diagonal Connections, the Vertical Chevron Brace Connection, and the Knee Brace Connection according to the Canadian (CSA S16-09 or CSA S16-14) design codes. ¬† The design of these connections is similar to designs already implemented for the AISC design codes including; load analysis types, limit state checks, Whitmore […]

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April 12, 2018

RISAConnection Version 8.0 now offers weak axis moment connections with beams framing into the web of a wide flange column. Previously, connections were only permitted to frame into the column flange. This additional feature will allow users to change the orientation of their wide flange column. This option currently applies to beam/column moment connections that […]

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Posted in Technical Solutions, What's New | Comments Off on How to Model Moment Connections into a Column Web

April 5, 2018

RISAFoundation now has the capability to consider seismic loading for retaining walls. The Mononobe-Okabe formulation has been implemented, though direct input of the maximum pressure at the top of the wall can also be defined to create the inverted triangular loading. For details on the Coulomb calculations and the variation due to the Seed & […]

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March 29, 2018

Now available in RISAConnection version 8: the ability to design a Two-Sided Shear Connection. ¬†Building from our existing one-sided shear connection (for column/beam & girder/beam), this connection now offers the user a powerful tool to provide clip angles to both sides of the column or girder web. ¬† By designing the two-sided shear connection, designers […]

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Posted in Technical Solutions, What's New | Comments Off on Introducing Two-Sided Shear Connections to Columns or Girders