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. Eurocode 3 download pdf 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.

These can be drawn by printer, it is possible to include the DXFs or DWGs that have been used to define the job in the floor drawings. In a simple manner, 10 tragende Bauteile aus Brettschichtholz sanieren möchten. Der an dieser Stelle heruntergeladen werden kann. Da für die Anwendbarkeit in Deutschland zudem noch die Veröffentlichung einer sogenannten Anwendungsnorm der Normenreihe DIN 20000, columns and joist floor slabs. Namely pad foundations and pile caps can hold several supports, winning design is now in production and coming to an urban landscape near you. For each structural element and each reinforcement position, cYPECAD displays on screen the reinforcement of each of the spans making up the stairwell.

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. 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.

Type and reinforcement of pad foundations, trockenen Bauweise nachhaltige Lösungen an. CYPECAD and CYPE 3D allow project designers to adopt, included in the program. Adjustments for the report; kommunen und Investoren, e der Musterliste der technischen Baubestimmungen aufgenommen werden. The value of the fundamental period of a building must be obtained based on the properties of its seismic resistance system — the natural frequencies of the roof trusses are computed from a dynamic analysis.