- PLATE RISA 3D INSTALL
- PLATE RISA 3D MANUAL
- PLATE RISA 3D FULL
- PLATE RISA 3D SOFTWARE
- PLATE RISA 3D CODE
PLATE RISA 3D SOFTWARE
Software LimitationsDemonstration Version: You can read existing files, create new files, and see results for any connection but youcannot save any project or connections.
L 1 GHz or faster processorl 1024x768 or higher monitor resolutionl 2 (or more) button mouse, mouse wheel recommendedl 1 GBof RAMl 4 GBof hard disk space HardwareThe following hardware is required: SoftwareThe following additional software is required: L Microsoft Windows Vista SP2 (32 bit or 64 bit)l Microsoft Windows XP SP3 (32 bit only) L Microsoft Windows 8 (32 bit or 64 bit)l Microsoft Windows 7 SP1 (32 bit or 64 bit) Operating SystemOne of the following operating systems is required: L Single or double angle diagonal vertical brace connections with wide flange columns and beamsl Single or double angle chevron vertical brace connections with wide flange beams RISAConnection can model the following brace connections: L Wide flange column to beam extended end plate connectionsl Wide flange column to beam flange plate moment connectionsl Wide flange column to beam direct weld connectionl Wide flange column and beam end plate splicesl Wide flange column and beam flange plate splicesl Wide flange column and beam direct weld splices
RISAConnection can model the following moment connections: L Wide flange column and beam shear tab splices. O Single angleso Double angleso End plateso Shear tabs L Wide flange column to beam and girder to beam shear connections using connectors made up of: Program CapabilitiesRISAConnection can model the following shear connections: For the End Plate Moment Connection, the program will also sometimesreference the AISC Steel Design Guide 4, 2nd Edition.
PLATE RISA 3D CODE
The program will calculate the analysis results and design code checks foreither the LRFD or ASD design methods.
PLATE RISA 3D FULL
After configuring your con-nection, the program will give detailed calculations for all of the different connection failure modes completewith full calculation values that you can verify quickly and easily.Īll design checks are done per the requirements and provisions of the AISC 360-05 (13th Edition) or the AISC360-10 (14th Edition) Steel Code. The program utilizes multiple graphical views with atabular input location to make connection modeling straightforward and efficient. OverviewRISAConnection is a hot-rolled steel connection design program that allows you to design many types of con-nections for different hot rolled shapes and configurations.
PLATE RISA 3D MANUAL
If you are a first time user of RISAConnection it would be beneficialto browse through this manual to become familiar with the interface and connection design capabilities.
PLATE RISA 3D INSTALL
If you agree to the terms of the license then read theInstallation section and install the program. Please read this topic prior to installing the programand pay particular attention to the License Agreement. Stiffener Checks for Moment Connections 103īefore You BeginWelcome to the RISAConnection General Reference manual. Moment Connections with Column Stiffen-ers 102 Connection Results Viewing in Tekla 44Ĭalculation of Snet (Net Section Modulus) 83Ĭolumn Flange Bending (Shear Con-nections) 88Ĭolumn Flange Bending (Moment Con-nections) 89Ĭolumn Web Yielding (Shear Connections) 91Ĭolumn Web Yielding (Moment Con-nections) 92Ĭolumn Web Crippling (Shear Connections)94Ĭolumn Web Crippling (Moment Con-nections) 94Ĭolumn Web Buckling (Moment Con-nections) 95 Configuring Connections and Solving inRISAConnection 44Ĥ. Round-tripping between Tekla andRISAConnection 43Ģ. Round-tripping between RISAFloor/RISA-3D and RISAConnection 35
Viewing Results (in RISAFloor or RISA-3D)34 RISA Technologies, LLC makes no guarantees concerning accuracy of the informationfound here or in the use to which it may be put. However, please be aware that errors may exist in this publication, and that We have done our best to insure that the material found in this publication is both usefuland accurate. Written permission of RISA Technologies, LLC. No portion of the contentsof this publication may be reproduced or transmitted in any means without the express RISAConnectionRapid Interactive Structural Analysis for ConnectionsĬopyright 2013 by RISA Technologies, LLC All rights reserved.