| Software TourDesign code facilitiesTwo software options
          allow for design checking of members in steel and reinforced concrete
          frames. 
              
                | Steel Frame
          Design The  Steel Frame Design
          software option provides full details of all calculations made,
          referencing all relevant clauses and equations from a design code, and
          gives a step-by-step calculation transparency normally only found in
          simple frame analysis software.  
            View results as
          Utilisation ratios on the model, or as a tabular summary for selected
          members and loadcases.  Add results to a
              model report and see them automatically updated each time a report
              is generated to match the current state of the model. Design
          codes supported include:
          
                 
        AASHTO
          LRFD 9th, 8th, 7th Edition
        ANSI
          / AISC-360 (2016)
        AS
          4100-1998 Steel Structures (Australia)
        BS5400-3
          2000
        CSA
          S6-14 Canadian Highway Bridge Design Code
        EN1993-1-1: 2005+A1:2014
          and EN1993-2:
          2006
        GB50017-2017
       with more being added
          with each release.
                 | 
 |  
 Produce
          a tabular summary of design check results for selected
          members and loadcases. Save results for use with Microsoft
          Excel or other formats. Add results to a model report. 
 Generate
          formatted design report to
          investigate the design calculations carried out for particular
          members, showing the
          calculations made and referencing clauses and equations from the code.
          Add formatted design reports to a
          model report.  
 
 
            
              
                | RC Frame Design Use the RC
          Frame Design software option to
          carry out checking
          of reinforced concrete members subject to bending and axial force at
          Ultimate Limit State (ULS) and Serviceability limit states (SLS).
          Regular, arbitrary shaped, tapering and voided members are
          supported. 
           
            View results
              as Utilisation ratios on the model, or as a tabular summary that
              allows drilling-down into detailed results and creation of
              interaction diagrams for selected members and locations. 
          
            Add results to
              a model report and see them automatically updated each time a
              report is generated to match the current state of the model. Design codes currently
          supported: 
            AASHTO LRFD 9th, 8th EditionACI 318-19AS5100.5:2017 CSA S6-14 EN1992-1:2004EN1992-2:2005IRC:112-2011 with more being added
          with each release.
          
                 | 
 |  
 RC slab
          / wall design Use the RC slab
    / wall design facility to analyse reinforced concrete slabs and walls,
    without prestressing, modelled using plate or shell elements. Obtain
    contour plots and values that indicate flexural reinforcement requirements
    at Ultimate Limit State (ULS), and calculate design crack widths at
    Serviceability Limit State (SLS) for those design codes that support this. Codes currently
          supported include: 
            AASHTO LRFD 9th,
              8th, 7th, 6th, 5th
              EditionsACI 318-19, 14AS5100-5-2004, AS3600-2009BS5400-4, BS8007:1987,
              BS8110-1:1997 & BS8110-2:1985, BS EN1992-2:2005/NA:2007, BS EN
              1992-1-1:2004/NA:2005CAN/CSA S6-06, S6.1-06Eurocode EN1992-1-1 and
              EN1992-2GB
              50010-2010IRC: 112-2011, IRS: CBC-1997SS CP65: Part 1 and 2: 1999,
              SS EN1992-1-1/NA 2008 Amd 1. 
 Concrete
          creep and shrinkage Concrete
          creep and shrinkage is calculated in accordance with: 
            
              AASHTO
              LRFD 9th, 8th, 7th, 6th, 5th Edition 
            
              CEB-FIP
              Model Code 1990 
            
              EN1992-1-1:2004
              Eurocode 2 
            
              IRC:112-2011
              User -
              allows user-defined parameters to be specified 
 
  
    
      | Prestress
          and post tensioning Tendon
          forces are calculated in accordance with: 
            AASHTO LRFD 9th,
              8th, 7th, 6th, 5th, 2nd EditionBS5400-4:1990CEB-FIP Model Code 1990DD EN1992-1-1:1992
              Eurocode 2EN 1992-1-1:2004
              Eurocode 2fib Model
              Code 2010JTG D62-2004 JTG 3362-2018 See Load
          types and combinations for more information.
           |   |  
 Tendon properties Tendon
          properties for which prestress calculations will include time
          dependent effects for any stage of construction include: 
        AASHTO LRFD 9th, 8th,
          7th, 6th, 5th EditionCEB-FIP Model Code 1990EN 1992-1-1:2004
          Eurocodefib Model
              Code 2010IRC:112-2011 JTG 3362-2018 
 Viewing results
 
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