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Updated:
05/09/2012

Cross-References

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Products - Overview

STEEL BS 7.xx

Design of Steel Members According to
BS 5950-1:2000 (British Standard) or
BS EN 1993-1-1 (EC 3: British Annex) 

The RSTAB add-on module STEEL BS designs steel members and sets of members for the ultimate and the serviceability limit state according to the following standards: 

  •  BS 5950-1:2000 (British standard),
  •  BS EN 1993-1-1 (Eurocode 3: British annex).
Features

  • Design for tension, compression, bending, shear and combined internal forces
  • Stability analysis for flexural buckling and lateral torsional buckling
  • Automatic determination of critical buckling loads and critical moment for lateral torsional buckling for general load applications and support conditions by means of a special FEA program (eigenvalue analysis) integrated in the module
  • Option to apply a discrete lateral support for beams
  • Automatic cross-section classification
  • Analysis of deformations (serviceability)
  • Cross-section optimization
  • Variety of cross-sections provided, for example rolled I-sections, C-sections, rectangular hollow sections, angles, double angles (arrangement with flange on flange), T-sections. Welded cross-sections: I-shaped (symmetrical and asymmetrical about major axis), channel sections (symmetrical about major axis), rectangular hollow sections, angles, round pipes, round bars
  • Clearly arranged results tables
  • Detailed results documentation with references to design equations used and described in the standard
  • Various options to filter and arrange results, including results listed by member, cross-section, x-location or load cases, groups and combinations
  • Results table for slenderness of members and governing internal forces
  • Parts list with weight and volume specifications
  • Seamless integration in RSTAB
  • Metric and imperial units
 
Working with STEEL BS

The data specified in RSTAB concerning material, loads and load combinations must be entered in accordance with the design concept described in BS 5950 (or Eurocode). The RSTAB material library already contains appropriate materials for BS 5950.

Furthermore, the add-on module RSCOMBI allows for an automatic creation of corresponding load combinations in accordance with BS 5950 (or Eurocode). It is also possible, however, to generate all combinations manually in RSTAB. In STEEL BS, you select first the members and sets of members that you want to design, and then the load cases, groups and combinations.

During the next steps, you can adjust the preset settings for lateral intermediate supports and effective lengths. In case continuous members are used, it is possible to define individual support conditions and eccentricities for each intermediate node of the single members.
In the program's background, a special FEA tool determines the critical loads and moments required for the stability analysis.
 
Results Output

The first results table shows the maximum design ratios with the corresponding design for each designed load case, group or combination.

The following tables show all detailed results sorted by specific subjects in extendable tree menus. Moreover, it is possible to display all intermediate results for each location along the members. In this way, you can easily retrace how the individual designs have been carried out by the module.

The complete module data is part of the RSTAB printout report. The contents for the report and the extent of the output data can be selected specifically for the individual designs.
 

Note

You can find more information about STEEL BS here:


Download

Download the free demo version of RSTAB and its add-on modules.

Request information
Get the detailed product brochure available for download. On request, we send you the brochure including a demo DVD directly by mail.

Price Information

Net prices in €
1st license
STEEL BS 1,650.00
Additional license
STEEL BS 742.50
1.1 General Data
1.1 General Data
1.3 Cross-sections
1.3 Cross-sections
1.5 Effective Lengths - Members
1.5 Effective Lengths - Members
1.7 Nodal Supports - Sets of Members
1.7 Nodal Supports - Sets of Members
2.4 Design by Member
2.4 Design by Member
3.3 Member Slendernesses
3.3 Member Slendernesses
Results graphic with design ratio
Results graphic with design ratio
Printout report
Printout report
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