

“Bentley solutions allowed us to work more efficiently, saving significant resource hours and materials.”
Technical Capabilities
Analysis
- Dynamic analysis (eigenvalue and response spectra) with CQC, SRSS and ABS methods for superposition and subspace iteration, Ritz vectors and Lanczos/Arnoldi for eigen analysis
- Iterative nonlinear P-Delta analysis
- Linear Buckling analysis (Lanczos/Arnoldi or Subspace iteration)
- Tension-only members
- Compression-only springs
- Springs to connect members for semi-rigid joints, setting the rotational stiffness at the member ends
- Flexible or rigid floor diaphragms
- Automatic mass generation with or without the need for rigid diaphragms
- Prismatic and real tapered member analysis (exact stiffness finite element)
- In-plane and out-of-plane stresses in shells
- Allows imposed nodal displacements
- Import of DXF, STAAD.Pro, RAM Structural System, OpenRE and SAP2000as well as full integration with Structural Synchronizer (ISM) Export to DXF, SDNF, OpenRE and RAM SBeam
Design
- Hot rolled steel design per AISC 360-16, 2010 and 2005 (in both ASD or LRFD), AISC 341-16, 2010 and 2005, BS 5950-1:2000, AS 4100-1998, CSA S16-09 and NBR 8800-08
- Specialty checks for tapered members (AISC DG 25) and member torsion design (AISC DG 9)
- Cold-formed steel design per AISI S100-16, 2012, 2007 and 2001
- Reinforced concrete design per ACI 318-14, 11, 08, and 05, plus BS 8110-1:1997
- Reinforced/unreinforced masonry design per ACI 530-13,11, 08, and 05 in ASD and SD
- Wood design (sawed lumber, timber, or glulam) per ANSI/ AF&PA NDS-2005 in ASD and LRFD
Design & Detailing Modules
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