Download risaconnection
Author: p | 2025-04-25
Download RISAConnection. What is RISAConnection? How popular is the RISAConnection software and how to download it? We have collected thousands of software titles and know the answer! Free download of RISAConnection available. Publisher: RISA Technologies, Inc.
RISAConnection 13.0.0 - Download
January 30, 2020 | New, RISAConnection, Base Plate, Hilti Added Anchorage Design, Including Pullout Using Hilti PROFIS… RISAConnection v11 has added the ability to export base plate connections as well as reactions directly to Hilti PROFIS Engineering for anchorage design. Within Hilti Profis, engineers can check anchor strength, anchor pullout, concrete breakout and concrete pryout according to ACI 318 in order to finalize the design of the base plate assembly. To begin, users can define a Single Column Base Plate connection manually or can import a model from RISAFloor/RISA-3D with connections already defined. Once the base plates have been properly designed in RISAConnection for all applicable AISC limit states, users can select the "Export to Profis" button found in the "Tools" section of the toolbar. Once the export process is started, users can select the specific base plate connections that they wish to send to Hilti PROFIS Engineering for anchorage design. Once the required base plates are selected, users may be prompted to sign-in to Hilti PROFIS Engineering if they haven’t done so already. This login information is for the Hilti PROFIS Engineering Suite. If you do not already have an account use the link button below to learn more about Hilti PROFIS Engineering and to create a free account. Once you are logged into the Hilti… Download RISAConnection. What is RISAConnection? How popular is the RISAConnection software and how to download it? We have collected thousands of software titles and know the answer! Free download of RISAConnection available. Publisher: RISA Technologies, Inc. Vertical Diagonal Brace connections and Vertical Chevron Brace connections may be designed as Special Concentric Braced Frame (SCBF) connections in RISAConnection v6.Basis of DesignRISAConnection designs SCBF per the provisions found in section F2 of the AISC Seismic Provisions for Structural Steel Buildings (AISC 341-2010).SCBF systems are very similar to OCBF connections; however they include additional detailing requirements to direct ductile behavior into the braces. These detailing requirements provide for greater energy dissipation and ductility which means SCBF can be designed to a lower force level to that of OCBF connections.Basic RequirementsThe requirements for SCBF systems per the AISC 341-10 include the following:Columns and Braces are designed as highly ductile members. Beams are designed as moderately ductile members.Brace members are limited to a slenderness of KL/r ≤ 200.Brace connections must be designed to withstand the flexural forces imposed by brace buckling.Connection strength requirement which ensures that the brace member acts as a ductile link in the frame prior to the connection failing.Two analyses must be considered; one where both braces are assumed to resist their expected strength, and the other where the compression brace is assumed to have already buckled.Design ResultsRISAConnection calculates the required design strength of the braces in tension and compression and presents the full results on the new Seismic tab of the results report. The results can include the following detailed calculations and checks:Controlling Load CalculationSeismic Loading CombinationsSeismic Load Distribution CalculationsSeismic Workpoint LimitationsSeismic Yield Stress LimitationsSeismic Brace SlendernessSeismic Rotational DuctilitySeismic Brace BucklingSeismic Brace Width to Thickness RatiosSeismic Weld LimitationsSeismic Weld StrengthsComments
January 30, 2020 | New, RISAConnection, Base Plate, Hilti Added Anchorage Design, Including Pullout Using Hilti PROFIS… RISAConnection v11 has added the ability to export base plate connections as well as reactions directly to Hilti PROFIS Engineering for anchorage design. Within Hilti Profis, engineers can check anchor strength, anchor pullout, concrete breakout and concrete pryout according to ACI 318 in order to finalize the design of the base plate assembly. To begin, users can define a Single Column Base Plate connection manually or can import a model from RISAFloor/RISA-3D with connections already defined. Once the base plates have been properly designed in RISAConnection for all applicable AISC limit states, users can select the "Export to Profis" button found in the "Tools" section of the toolbar. Once the export process is started, users can select the specific base plate connections that they wish to send to Hilti PROFIS Engineering for anchorage design. Once the required base plates are selected, users may be prompted to sign-in to Hilti PROFIS Engineering if they haven’t done so already. This login information is for the Hilti PROFIS Engineering Suite. If you do not already have an account use the link button below to learn more about Hilti PROFIS Engineering and to create a free account. Once you are logged into the Hilti…
2025-04-25Vertical Diagonal Brace connections and Vertical Chevron Brace connections may be designed as Special Concentric Braced Frame (SCBF) connections in RISAConnection v6.Basis of DesignRISAConnection designs SCBF per the provisions found in section F2 of the AISC Seismic Provisions for Structural Steel Buildings (AISC 341-2010).SCBF systems are very similar to OCBF connections; however they include additional detailing requirements to direct ductile behavior into the braces. These detailing requirements provide for greater energy dissipation and ductility which means SCBF can be designed to a lower force level to that of OCBF connections.Basic RequirementsThe requirements for SCBF systems per the AISC 341-10 include the following:Columns and Braces are designed as highly ductile members. Beams are designed as moderately ductile members.Brace members are limited to a slenderness of KL/r ≤ 200.Brace connections must be designed to withstand the flexural forces imposed by brace buckling.Connection strength requirement which ensures that the brace member acts as a ductile link in the frame prior to the connection failing.Two analyses must be considered; one where both braces are assumed to resist their expected strength, and the other where the compression brace is assumed to have already buckled.Design ResultsRISAConnection calculates the required design strength of the braces in tension and compression and presents the full results on the new Seismic tab of the results report. The results can include the following detailed calculations and checks:Controlling Load CalculationSeismic Loading CombinationsSeismic Load Distribution CalculationsSeismic Workpoint LimitationsSeismic Yield Stress LimitationsSeismic Brace SlendernessSeismic Rotational DuctilitySeismic Brace BucklingSeismic Brace Width to Thickness RatiosSeismic Weld LimitationsSeismic Weld Strengths
2025-04-09With the help of the Seismic Detailing feature within RISA-3D, the program can handle a variety of column/beam moment and vertical brace connections with additional seismic level checks per the Seismic Design Manual (AISC 341 and AISC 358). These connections include: Reduced Beam Section (RBS) Moment Connection Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection Bolted Extended End Plate Moment Connections (Unstiffened and Stiffened) Bolted Flange Plate (BFP) Moment Connection Diagonal Vertical Brace Connection. Chevron Vertical Brace Connection. Rules for Export In order to export a seismic connection, you must do the following: Assign the connection with a Seismic Design Rule in RISA-3D. This defines what level of ductility (OMF, IMF, SMF, OCBF, SCBF) will define your connection and, if it is a seismic moment connection, which predesignated type (RBS, WUF-W, BFP, BEEP, etc.) it shall be designed as. Click on image to enlarge it Assign the connection with a Seismic Moment Connection Rule, if the connection is a moment frame connection. Click on image to enlarge it Assign the connection with the appropriate Diagonal Brace Seismic or Chevron Brace Seismic connection type, if the connection is a braced frame connection. Click on image to enlarge it Limitations Seismic moment connections must be connected to the flange of the column. The model must be solved in both RISAFloor and RISA-3D in order to send the lateral load combination results to RISAConnection. Seismic moment splice connections are not currently supported. The program does not put any limitations on which RISA-3D load combinations
2025-04-12The download jar file contains the following class files or Java source files.1.Download jodd-petite-3.4.5.jar2.Download jodd-proxetta-3.4.4-sources.jar3.Download jodd-proxetta-3.4.4.jar4.Download jodd-proxetta-3.4.5-sources.jar5.Download jodd-proxetta-3.4.5.jar6.Download jodd-lagarto-3.4.3-sources.jar7.Download jodd-lagarto-3.4.3.jar8.Download jodd-lagarto-3.4.4-sources.jar9.Download jodd-lagarto-3.4.4.jar10.Download jodd-lagarto-3.4.5-sources.jar11.Download jodd-lagarto-3.4.5.jar12.Download jodd-lagarto-web-3.4.3-sources.jar13.Download jodd-lagarto-web-3.4.3.jar14.Download jodd-lagarto-web-3.4.4-sources.jar15.Download jodd-lagarto-web-3.4.4.jar16.Download jodd-lagarto-web-3.4.5-sources.jar17.Download jodd-lagarto-web-3.4.5.jar18.Download jodd-petite-3.4.3-sources.jar19.Download jodd-petite-3.4.3.jar20.Download jodd-petite-3.4.4-sources.jar21.Download jodd-petite-3.4.4.jar22.Download jodd-proxetta-3.4.3-sources.jar23.Download jodd-proxetta-3.4.3.jar24.Download 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2025-04-22The download jar file contains the following class files or Java source files.1.Download twitter4j-0.3-sources.jar2.Download twitter4j-0.3.jar3.Download twitter4j-2.0.0.jar4.Download twitter4j-2.0.1-sources.jar5.Download twitter4j-1.0.3.jar6.Download twitter4j-1.0.4.jar7.Download twitter4j-1.0.5.jar8.Download twitter4j-1.0.6.jar9.Download twitter4j-async-2.2.2-sources.jar10.Download twitter4j-examples-2.2.2-sources.jar11.Download twitter4j-httpclient-support-2.1.9-sources.jar12.Download twitter4j-media-support-2.1.10-sources.jar13.Download twitter4j-media-support-2.1.10.jar14.Download twitter4j-media-support-2.1.11.jar15.Download twitter4j-media-support-3.0.4-sources.jar16.Download twitter4j-media-support-3.0.4.jar17.Download twitter4j-appengine-3.0.3-sources.jar18.Download twitter4j-appengine-3.0.4-sources.jar19.Download twitter4j-appengine-3.0.4.jar20.Download twitter4j-async-2.2.0-sources.jar21.Download twitter4j-async-2.2.3-sources.jar22.Download 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2025-04-17