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New 2007 Features
- Advanced Analysis Engine
- P-Delta analysis including stress stiffening effects
- P-Delta including small delta
- Modal analysis including stress stiffening
- Buckling load analysis
Static and P-Delta
Analyses
- Linear, P-Delta analysis
- Multiple analysis in same run
- True curvilinear beams (not piecewise linear)
- Plate elements contain extra “drilling” degree
of freedom
- Tapered tubular cross-sections such as hexagonal,
octagonal, etc. (excellent for poles)
- Unidirectional support (compression-only/tension-only
supports) for generation of soil springs
- Master/slave capabilities
- I-beam warping end restraint added as an option
for torsional stiffness
- Buckling analysis
- Plate elements consider inclined supports
- Member and spring specification
- Fixed, pinned and spring supports with releases.
Also Inclined Supports
- Automatic spring support generator for mat
foundations
- Active/Inactive members for load-dependent
structures
- Compression-only and tension-only members,
multi-linear (non-linear) spring supports
- CIS/2 interface
- 3D beam stress manager for calculation of
combined stresses on a member
- Member tension command can be used with IBC/UBC
load generator
- Determine stresses and forces along any cut
line through a group of plates by cutting with
a plane
- Elbows (curved beams with pipe sections) can
be modeled with an internal pressure
- Multi-linear spring curves can be assigned
to elastic or plate mats
- Beam, truss, tapered beam, shell/plate bending/plane
stress and 8-noded solid elements
- Full and partial moment releases (excellent
for steeel frames where releases defined by
springs are hard to determine)
- Nonlinear cable members for cables
- P-Delta analysis enabled for plates
- Imperfection analysis to account for cambering
- New automated bridge loader to calculate 3D
influence surfaces, traffic lanes, critical
vehicle loading positions, etc. (optional)
- Influence area reported for spring supports
for elastic mats
- Warnings for “load losses” due to poorly defined
beam releases
- Enhanced solid stress contour definition for
brick elements
- Pushover analysis as per FEMA 356/440 codes with full visualization of formation of plastic hinges (optional)
Dynamic Analysis
- UBC 94, 97 and IBC 2000 and IBC 2003 supported
- Calculation of maximum base shear for time
history loading
- Scale factors for ground acceleration for
time history loading
- Response Spectrum
- Time History Analysis
with blast loading and multiple arrival times
for multiple vibrational sources
- Harmonic Load Generator
- Combination of Dynamic
Forces with Static Loading for subsequent Design
- Missing mass for response spectrum load cases
- Logarithmic interpolation for spectra
- Modal damping for time history and spectrum
- Composite damping to specify damping ratio
for each member/element
- Base shear calculation includes direction
factors
- Extraction of Frequency and Mode Shapes
- Modal Damping Ratio for Individual Modes
- Generate floor spectra from time history
- Steady state analysis along with harmonic responses (optional)
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Full buckling analysis to obtain buckling modes
and factors for various loading conditions 
Non-linear cable members to design catenary cables

Graphical and tabular representation of
singularities / instabilities to exactly pinpoint
the area of the structure affected. Simplifies
the process of correcting large deformations,
incorrect moment and load transfers, etc. |