Imatge del logotip de l'element per a Trusses+

Trusses+

4,3(

3 puntuacions

)
575 usuaris
Element multimèdia 5 (captura de pantalla) per a Trusses+
Element multimèdia 1 (captura de pantalla) per a Trusses+
Element multimèdia 2 (captura de pantalla) per a Trusses+
Element multimèdia 3 (captura de pantalla) per a Trusses+
Element multimèdia 4 (captura de pantalla) per a Trusses+
Element multimèdia 5 (captura de pantalla) per a Trusses+
Element multimèdia 1 (captura de pantalla) per a Trusses+
Element multimèdia 1 (captura de pantalla) per a Trusses+
Element multimèdia 2 (captura de pantalla) per a Trusses+
Element multimèdia 3 (captura de pantalla) per a Trusses+
Element multimèdia 4 (captura de pantalla) per a Trusses+
Element multimèdia 5 (captura de pantalla) per a Trusses+

Visió general

Predesign of LARGE SPAN TRUSSES in conformity with the European rules for steel structures (Eurocode 3: EN1993-1-1:2005).

TRUSSES+ is dedicated to the pre-design of Large Span Trusses in conformity with the European rules for steel structures (EN1993-1-1:2005) The software can be used as an automatic pre-design tool. Verification: based on sections imposed by the user, TRUSSES+ checks the design criteria of each member of a truss (upper and lower chords, bracings) Optimization: from basic data supplied by the user (main geometry, lateral restraints and loadings), the software estimates the dimensions of the cross-section of elements of the structure The field of application of TRUSSES+ is: 2 dimensional truss model, simply supported, with user defined positions of lateral restraints Truss configurations: N-, V-, A-truss, Warren, Pratt, Warren plus, Pratt lattice & Warren lattice Geometrical limits: Length = min: 5m, max: 100m Height = min: 0.2m, max: 10m Height/Length ratio = min 1/30, max: 1/10 Program sales of ArcelorMittal for I, H, double L, and U-sections Steel grades and standards : EN 10025-2 & 4, EN 1993-1-1, HISTAR S355&S460 Multiple loading cases with definitions of: Distributed loads: Permanent, Imposed, Wind and Snow loads Concentrated loads: Permanent and Imposed loads The calculations performed according to Eurocodes are: Automatic load combination of the elementary load cases for Ultimate Limit States (ULS) and Servicability Limit States (SLS) Classification of sections Verification of cross-section resistance Verfication of the member stability: flexural buckling in-plane and out-of plane Verification of deflection limits and estimation of natural frequencies (SLS) The results are provided as: vizualisation on the software interface 3 levels of details of Preliminary Design Notes, with: Data of the truss and calculation parameters Analysis results (reaction at supports, node displacements, internal forces) Verification results (ULS and SLS)

Detalls

  • Versió
    1.2.2
  • Actualitzat
    27 d’abril del 2017
  • Ofert per
    ccs.greece
  • Mida
    2.58MiB
  • Idiomes
    English (United States)
  • No comerciant
    Aquest desenvolupador no s'ha identificat com a comerciant. Els consumidors de la Unió Europea han de saber que els drets dels consumidors no s'aplicaran als contractes que concertin amb aquest desenvolupador.

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