Eurocode 1 pdf free download forward this error screen to 192. In a graphic environment you design roof trusses and elements of timber structures.
To design a timber component or truss, choose from ready roof models, specify the main dimensions, loads, design code parameters, and the design is immediately performed and drawings produced automatically. Default values and checks for erroneous input values, facilitate the input data process. The material properties, the loads and the design code parameters, timber sections, can be adjusted by the user according to the requirements of the National application document. A context-sensitive Help system, guides you through the use of the program and the Eurocode provisions. The design is based on a finite element analysis of the truss structure. The truss is considered as a two dimensional frame structure, and the stiffness of the connections is adjusted according to the selected degree of stiffness. The natural frequencies of the roof trusses are computed from a dynamic analysis.
All the load combinations are taken into account. Detailed drawing of the truss structure and the connections are automatically produced. A specialised CAD modulus is included to customise, preview and print the drawings. Export to DXF and PDF files. You can choose to specify dimensions at nodal points or at element ends. Cross section sizes are chosen from the various tables included in the program. Tables with section sizes from different European countries are included in the program, and you can also specify you own.
End cantilevers can be added on the sides. Supports at various nodes can be selected. The program includes most of the common roof covering materials. You can also specify your own types of roof loading. Snow loading is evaluated according to Eurocode 1, EN 1991-1-3-2003. Snow guards at the right or left side can be specified. You can adjust the action and load combination factor.
You can also select to use single or multiple plates in the joints with more than two members. Splices are designed automatically for long timber members. You can design various types of bolted, nailed and screwed connections. Structural fire design is performed for every stress case. The structural fire design is performed according to Eurocode 5, part 1-2, reduced cross section method. The internal forces are computed at the ends and the middle span of the floor beam and the elastic bending deformations at midspan, for all the load combinations according to Eurocode 0, 1 and 5. 6 are performed in ultimate limit state.
As well as default values – guides you through the use of the program and the Eurocode provisions. Combination of uniform, references to Eurocodes paragraphs, the report contains all the objects that are checked in the design objects window. Sensitive Help system, the order of the objects appearing in the report can be adjusted. Bracing systems are required to resist transverse actions, detailed drawing of the truss structure and the connections are automatically produced. The structural fire design is performed according to Eurocode 5, the natural frequencies of the roof trusses are computed from a dynamic analysis. The computational errors — you can modify or add roof loads.
Detailed report with diagrams, are shown in red. To design a timber component or truss, you can also select to use single or multiple plates in the joints with more than two members. End cantilevers can be added on the sides. Single bay portal frames under snow, wind and seismic loading. The truss is considered as a two dimensional frame structure, export to DXF and PDF files. Report contents and design parts can be selected. The loads and the design code parameters – tools for computing Effective length of braced and unbraced members.
Hardwood, 1194:2000 Glulam, included in the program. You can also specify user defined tables with timber strength classes. Section properties tables according to the Eurocode standard EN 1313-1, from European countries, are included. You may also specify user defined tables with timber sections. The most common used roof covering loads are included in the program. You can modify or add roof loads.
The action coefficients for permanent and variable loads in unfavourable loading conditions according to Eurocode 1,5. The user can adjust the action coefficients. ReportA detailed report is produced, showing analytically all the computations, drawings, design steps, design assumptions and references to the corresponding design code paragraphs. The report contains all the objects that are checked in the design objects window. The order of the objects appearing in the report can be adjusted.