One Window, Many Views
SAP2000 offers a single user interface to perform: Modeling, Analysis, Design, and Reporting.
The customizable SAP2000 interface allows users to define window layouts and toolbar layouts.
Users now have extreme flexibility in the way model windows and views can be laid out using dockable windows.
SAP2000 has a wide selection of templates for quickly starting a new model. SAP2000 includes parametric templates for the following types of structures: Simple Beams, 3D Trusses, 3D Frames, Storage Vessels, Staircases, Dam Structures, and Pipes.
View and manipulate analytical and physical models with great precision. Easily define custom views and developed elevations to view and manipulate complex geometry with ease.
Object model views accurately display cardinal insertion points, local axes rotations, wall junctions, and geometry.
Element model views display the finite element model of the structure which is made up of the the connectivity of the joints, frames, shells, and defined meshing.
In SAP2000, grids can be defined as cartesian or cylindrical. There is no limit to the number of grid systems in a model and they can be rotated in any direction or placed at any origin within the model.
Plans and Elevations
Plan and elevation views are automatically generated at every grid line to allow for quick navigation of the model. Users can create their own elevation sections by using our Developed Elevation feature.
Interactive Database Editing
Interactive database editing allows users to edit model data in a table view which simplifies the task of making changes to the model. Tables are easily exportable and importable from Microsoft Excel and Microsoft Access.
Engineers have many options when it comes to mesh generation in SAP2000. Simply select the area object and then select the rules for the automatic mesh generator to use.
Frames and areas can have refined meshes for analysis.
The Automatic Edge Constraint is an internal algorithm that will address the issue of mismatched meshes. For example, if the nodes of a ramp and a wall do not match up, SAP2000 will internally connect all mismatched meshes using the algorithm to act as a “zipper” between the elements.
SAP2000 automatically create joints at structural object intersections or internal joints when meshing structural objects. Joint coordinates and information may be displayed on screen in the model window or in tabular format.
The frame element uses a general, three-dimensional, beam-column formulation which includes the effects of biaxial bending, torsion, axial deformation, and biaxial shear deformations. SAP2000 has a built-in library of standard concrete, steel and composite section properties of both US and International Standard sections.
Intermediate joints will automatically be generated where other members intersect with the frame to ensure finite element connectivity.
Even non-prismatic and built up steel sections can be easily defined. Use our Section Designer for more complex sections.
The cable element is a highly nonlinear element used to model the catenary behavior of slender cables under their own self-weight. Tension-stiffening and large deflection nonlinearity are inherently included in the formulation.
Tendons are easily drawn as independent objects, with geometry specified as straight lines, parabolas, circular curves, or other arbitrary shapes. Tendon loads, including all losses, are easily defined in SAP2000.
The shell element is a type of area object that is used to model membrane, plate, and shell behavior in planar and three-dimensional structures. The shell material may be homogeneous or layered throughout; material nonlinearity can also be considered when using the layered shell.
The solid element is an eight-node element for modeling three-dimensional structures and solids. It is based upon an isoparametric formulation that includes nine optional incompatible bending modes and is useful for modeling objects in which loading, boundary conditions, section properties, or reactions vary by thickness.
A link element may exhibit up to three different types of behavior: linear, nonlinear, and frequency dependent, according to the types of properties assigned to that element and the type of analysis being performed. The following link elements are available in SAP2000: Linear, Multi-linear Elastic, Multi-linear Plastic, Gaps, Hooks, Dampers, Friction Isolators, Rubber Isolators, T/C Isolators, Frequency-dependent Springs, and Frequency-dependent Dampers.
Users can create and apply hinge properties to perform pushover analyses in SAP2000. Nonlinear material behavior in frame elements (beam/column/brace) can be modeled using fiber hinges. This approach represents the material in the cross section as discrete points, each following the exact stress-strain curves of the material. Mixed materials, such as reinforced concrete and complex shapes can be represented.
Spring supports are link elements that are used to elastically connect joints to the ground and can be linear or nonlinear in nature. Nonlinear support conditions can be modeled to include gaps (compression only), multi-linear elastic or plastic springs, viscous dampers, and base isolators.
Automatic Code Based Loading
SAP2000 will automatically generate and apply seismic and wind loads based on various domestic and international codes. SAP2000 also has a sophisticated moving load generator that allows users to apply moving loads to lanes on frame and shell elements.
Supported codes include: UBC 94; 97, BOCA 96, NBCC 95; 2005; 2010, IBC 2003; 2006, Chinese 2002, ISI1893 2002, NEHRP 97, User coefficient, and User loads
Supported codes include: UBC 94, 97, BOCA 96, ASCE 7-95, -02, -05, NBCC 2005, Mexican 2010, Chinese 2002, IS875 1987, and User defined.
The moving load generator will move a vehicle within the lane to determine maximum envelope conditions.
The wave-loading feature automatically generates loading on the structure resulting from waves, current flow, buoyancy, and wind. Multi-stepped static linear loading can be generated to simulate the wave moving through the structure. In addition, dynamic (time-history) loading can also be generated to include inertial effects as the wave moves through the structure.
Define specific loads to model a wide array of loading conditions with SAP2000 built-in user loading options.
The Force Load is used to apply concentrated forces and moments at the joints. Values may be specified in a fixed coordinate system (global or alternate coordinates) or the joint lo cal coordinate system.
Displacement loading represents the effect of support settlement and other externally imposed displacements upon the structure. Displacement loading can act through restraints as well as linear and nonlinear spring supports. Multiple-support dynamic excitation can be considered for structures supported on varying soils conditions or over large spans.
The Temperature Load creates thermal strain in the Frame element. This strain is given by the product of the material coefficient of thermal expansion and the temperature change of the element. All specified temperature loads represent a change in temperature from the unstressed state for a linear analysis, or from the previous temperature in a nonlinear analysis.
Six types of strain load are available, one corresponding to each of the internal forces and moments in a frame element. These types are: Axial, Shear (2), Torsional, and Bending (2).
The pore pressure load is used to model the drag and buoyancy effects of a fluid within a solid medium, such as the effect of water upon the solid skeleton of a soil.
CSI Solvers have been tried and tested by the industry for over 35 years. The SAPFire Analysis Engine can support multiple 64-bit solvers for analysis optimization and perform both Eigen Analysis and Ritz Analysis.
SAP2000 can perform both linear static and multi-step static analysis. The linear static analysis of a structure involves the solution of the system of linear equations represented by K u = r. Certain types of load patterns are multi-stepped, meaning that they actually represent many separate spatial loading patterns applied in sequence. These include the vehicle, live, and wave types of load patterns.
SAP2000 dynamic analysis capabilities include the calculation of vibration modes using Ritz or Eigen vectors, response-spectrum analysis, and time-history analysis for both linear and nonlinear behavior.
Eigen-vector modal analysis finds the natural vibration modes of the structure, which can be used for understanding the behavior of the structure, and also as the basis for modal superposition in response-spectrum and modal time-history load cases. Ritz-vector modal analysis finds the optimum modes for capturing structural behavior in response-spectrum and modal time-history load cases, and is more efficient for this purpose than Eigen-vector analysis.
Response-spectrum analysis determines the statistically likely response of a structure to seismic loading. This linear type of analysis uses response-spectrum ground-acceleration records based on the seismic load and site conditions, rather than time-history ground motion records. This method is extremely efficient and takes into account the dynamical behavior of the structure.
Time-history analysis captures the step-by-step response of structures to seismic ground motion and other types of loading such as blast, machinery, wind, waves, etc. Analysis can use modal superposition or direct-integration methods, and both can be linear or nonlinear. The nonlinear modal method, also called FNA for Fast Nonlinear Analysis, is extremely efficient and accurate for a wide class of problems. The direct-integration method is even more general, and can handle large deformations and other highly nonlinear behavior. Nonlinear time-history analyses can be chained together with other nonlinear cases (including staged construction) addressing a wide range of applications.
Linear (bifurcation) buckling modes of a structure can be found under any set of loads. Buckling can be calculated from a nonlinear or staged-construction state. Full nonlinear buckling analysis is also available considering P-delta or large deflections effects. Snap-through buckling behavior can be captured using static analysis with displacement control. Dynamic analysis can be used for modeling more complex buckling, such as follower-load problems.
P-delta analysis captures the softening effect of compression and the stiffening effect of tension. A single P-delta analysis under gravity and sustained loads can be used to modify the stiffness for linear load cases, which can later be superposed. Alternatively, each combination of loads can be analyzed for full nonlinear P-delta effects. P-delta effects are included for all elements and are seamlessly integrated into analysis and design.
Pushover analysis features in SAP2000 include the implementation of FEMA 356 and the hinge and fiber hinge option based on stress-strain. The nonlinear layered shell element enables users to consider plastic behavior of concrete shear walls, slabs, steel plates, and other area finite elements in the pushover analysis. Force-Deformation relations are defined for steel and concrete hinges.
Staged construction is a type of nonlinear analysis in SAP2000 that is allows you to define a sequence of stages wherein you can add or remove portions of the structure, selectively apply load to portions of the structure, and to consider time-dependent material behavior such as aging, creep, and shrinkage.
Staged construction is variously known as incremental construction, sequential construction, or segmental construction.
Long term deflections due to creep and shrinkage can be computed along with staged sequential construction analysis. Time dependent material properties are based on CEB FIP and ACI 209R codes and user defined curves are used to compute creep strains.
Power Spectral Density
Power-spectral-density analysis is available to determine the probabilistic response of a structure due to cyclic (harmonic, sinusoidal) loading over a range of frequencies. This is useful for fatigue studies, random response due to earthquakes, and other applications. Multiple loads may be applied at different phase angles, and may be correlated or uncorrelated.
Steady state analysis is available to determine the response of the structure due to cyclic (harmonic, sinusoidal) loading over a range of frequencies. Frequency-dependent stiffness and damping (complex impedance) properties may be included for modeling foundations and far-field effects, including radiation damping. Steady state analysis can be used to measure the effects of multiple machines operating at different frequencies can be considered by combining the results of several analyses in the same model.
During nonlinear static analysis, cable and frame elements can be automatically strained to achieve specified target axial force values. This is most commonly used to tighten cables to pre-specified tensions, but it can also be used to jack structures to a specified force using frame elements, as well as other applications.
SAP2000 allows for an unlimited number of load cases and combinations. Load combination types include: linear additive, envelope (min/max), absolute add, SRSS, and range combinations. Combination components can include other combinations.
For small to medium sized structures, analysis can be performed on the fly as you build and modify the model. For each change you make to the geometry, properties, or loading, the structure instantly responds with the new deformed shape, moment diagram, or any other plot of results. It’s like working with a live model, and it is a very powerful tool for conceptual design and for testing "what-if" scenarios.
Fully integrated steel frame design includes member size optimization and implementation of design codes. SAP2000 allows users to interactively view design results at any frame member, change the parameters or section properties, and display the updated member results.
Fully integrated concrete frame design in SAP2000 includes: required area of steel calculations, auto selection lists for new member sizing, implementation of design codes, interactive design and review, and comprehensive overwrite capabilities.
Cold Formed Frame
Output and Display
Users can display deformed geometry based on any load or combination of loads, as well as animations of modes.
Shear and moment diagrams display internal shear forces, moments, and displacements at all locations along the length of a frame element for any load case or load combination. SAP2000 gives the option to scroll along the length to display values or scroll directly to the maximum value location.
Arbitrary displacement measures can be defined using generalized displacements. These are linear combinations of joint translations and rotations, and can be used to calculate averages, drifts, and other quantities of interest. Generalized displacement output can be obtained for all types of analysis cases and combinations.
The resultant (free-body) forces and moments across any cut in the structure can be defined using section cuts. A section cut can have any shape, and can be used to compute story shears, connecting forces, design forces in shear walls, and for many other purposes. Section cut results can be obtained for all types of load cases and combinations.
Virtual Work Diagrams
In SAP2000, virtual work diagrams can be used as an aid to determine which elements should be stiffened to achieve the most efficient control over the lateral displacements of a structure.
SAP2000 uses influence lines to compute the response to vehicle live loads. Influence lines are also of interest in their own right for understanding the sensitivity of various response quantities to moving loads. Influence lines may be displayed in the user interface for the displacement, force, or stress response of any element in the structure.
SAP2000 has the ability to display tables for all input data, analysis results, and design results. Tables support sort, cut, copy and paste for use in other programs. Print or save tabular data to Access, Excel, Word, HTML, or TEXT.
SAP2000 has the ability to generate video (.avi) files to visually display a set of analysis results that vary over a particular time period, such as in a time history analysis.
Pre-formatted printed reports are now available at the push of a button. These reports include all pertinent model data and the results of analysis and design. Data is presented in tabulated format, along with graphics, table of contents, and a cover sheet displaying project information and your company name and logo.
Advanced Report Writer
The Advanced Report Writer is a robust utility that can be used for creating sophisticated reports of the SAP2000 model. These reports are fully customizable; companies can define and save complex template files to standardize the analysis and design report generation.
The load optimizer is a tool in SAP2000 to compute the optimal load application to achieve desired structural response. Loads may be applied linearly, nonlinearly, or in staged-construction. Goals and limits may include displacements, forces, moments, and more.
Section Designer is a utility that is built into SAP2000. It allows users the ability to create specialized sections of any arbitrary shape and material, including rebar layout. All sections properties, biaxial interaction diagrams, and moment curvature diagrams are automatically calculated.
Import and Export
SAP2000 supports many industry standards for importing and exporting data. Autodesk Revit Structure, Tekla Structures, AutoCAD (DXF/DWG), CIS/2, IFC, IGES, and SDNF are all supported. SAP2000 also supports exporting of a model to an Microsoft Access database. If users are using other analysis packages, SAP2000 can import files from FrameWorks Plus, STAAD, and STRUDL.