AStrutTie Lineup


Product Description

  • AStrutTie is a strut-tie model analysis/design software for concrete members with disturbed stress region(s). It enables users to design corbel (bracket), abutment/pier footing, bridge pier coping (pier cap), frame corner, anchorage zone, simply supported/continuous deep beam, beam-column joint, PSC box, etc. The software supports U.S (ACI 318, AASHTO LRFD) and Europe (EuroCode 2) codes and specifications.

Principal Features

  • Ease of Use
  • Intelligent graphical user interfaces
  • Visualizations by using view option windows
  • U.S customary and Metric (SI) units
  • Tabular and dialog inputs
  • 2-D on-screen graphics
  • Graphical display of applied loads, boundary conditions, and structural analysis results
  • Visual and tabular verifications of strength conditions of struts and nodes
  • 12 templates for typical D-regions and structural members
  • Design checks on user interfaces
  • Preview of structural design report
  • Report output as Word (*.rtf), Excel (*.xlsx), and PDF (*.pdf) file
  • Importation of *.dxf file for modeling of solid and truss structures
  • Verified (in)determinate strut-tie models for templates
  • Unconstrained solid and truss modelings for strut-tie model design
  • Included Design Codes
  • AASHTO LRFD (2014)
  • ACI 318-14 (2014)
  • Eurocode 2 (2004)
  • Support Items of Templates (12 types)
  • Corbel (Bracket)
  • Abutment/Pier Footing
  • Bridge Pier Coping (Pier Cap)
  • Frame Corner
  • Anchorage Zone (PSC Beam, Anchor)
  • Simply Supported/Two-Span Continuous Deep Beam with Concentrated Loads
  • Continuous Beams with Distributed Loads
  • Interior/Exterior Beam-Column Joint
  • Diaphragm in PSC Box Girder
  • Functions of Truss Solver
  • Analysis of Internally/Externally Determinate/Indeterminate Truss Structures
  • Inclined, Horizontal, and Vertical Restraints by Spring, Hinge, and Roller
  • Determination of Required Areas and Forces of Struts and Ties by Iterative Technique
  • Safety Evaluation of Existing Structural Members by Assigning Steel Tie Area
  • Calculation of Available Areas of Struts and Ties
  • Determination of Average Principal Tensile Strain of Reinforcing Bars crossing Perpendicularly to Concrete Strut by Iterative Technique
  • Automatic Transformation of Distributed Forces to Nodal Forces
  • Functions of Plane Solid Solver
  • Analysis of Plane Stress and Plane Strain Problems
  • Inclined, Horizontal, and Vertical Restraints by Spring, Hinge, and Roller
  • Optimized Mesh Generator according to Concrete Member Shape
  • Automatic Transformation of Distributed Forces to Nodal Forces
  • Calculation of Principal Stresses and Directions
  • Relative Lengths and Colors of Principal Stresses along Principal Directions (Stress Flow)
  • Implementation of Evolutionary Structural Optimization Technique (E.S.O)
  • Deep Beam Design – Template
  • Out Sample
  • Calcuation of Available and Required Area of Struts and Nodal Zones
  • Classification Standard Professional Trial (5 days free)
    Stress Flow Analysis O O O
    Determinate Truss Analysis O O O
    Indeteerminate Truss Analysis O O O
    ESO (Evolutionary Structural Optimizaition)   O O
    Structure Template1 (Optional) O O O
    Structure Template2 (Optional) O O O
    Structure Template Edit (Optional) O O O
    Structure Model dxf import, export   O O
    Truss advance elements   O O
    Determinate of Required Area of Strut O O O
    Design Review O O O
    Metric (SI) Unit O O O
    U.S Customary Unit O O  
    ACI 318M Code O O O
    AASHTO LRFD Spec. (Optional) O O O
    Eurocode 2 (Optional) O O O
    Graphical Display of Structure Analysis Results O O O
    Report Preview O O O
    ACI Report File Save O O  
    AASHTO Report File Save (Optional) O O  
    Eurocode 2 Report File Save (Optional) O O  
  • Global Network
    Global Network of AstrutTie-Korea, China, Europe, SEA(Malaysia, Thailand, Vietnam, Cambodia, Singapore and Indonesia)
    HanGil IT

    #307, 243, Digital-ro, Guro-gu, Seoul, Republic of Korea (08382)

    T. +82-2-6220-2420

    F. +82-70-8610-2538