iSwitchyard
Features
iSWITCHYARD is an advanced engineering tool, conceived to assist engineers in performing analysis, design and optimization studies of switchyard structures.
iSWITCHYARD is designed to accommodate switchyard structures of any configuration, with multi-level girders and towers. The Graphical User Interface (GUI) of the package renders the program efficient and very user-friendly. The user can build the switchyard structures graphically and visualize the results directly for the complete yard.
iSWITCHYARD performs space truss analysis and design for normal and short circuit loads. Options are available to optimize each component of the switchyard assembly, say, a girder or a tower.
Features
Geometry with redundant members / defining multiple towers / girders
Project section selection
Preliminary design
Loads computation
3D space truss analysis
Design
Single line drawings
Pattern generation
Other features
Geometry with redundant members / defining multiple towers / girders:
Geometry of whole can be built in minutes using powerful and easy to use tower template and geometry generation tools. Readily available patterns can be used to build the tower / girder geometry. Option to define multiple towers / girders
Project section selection:
Option to chose member sizes that will be used in the tower / girder design from a global section database. Various types assembled sections are automatically generated from the basic sections defined. The allowable shapes are:
Equal angles Single, double angle back-to-back, double angle star, quadruple angle star Unequal angles Single, double angle back-to-back (on shorter flange, longer flange) Circular sections
Preliminary design:
Program assigns initial size for each tower / girder member for the purpose of determining the wind loads and self-weight of the tower before processing the tower for analysis. These initial member sizes are determined based on the basic design requirements (limiting L/r ratios, limiting min. thickness etc). These member sizes will be revised according to the member forces that are determined after the analysis.