This is the home page for the Test Problems space that contains tests problems for all CSI programs, usually with the relevant model attached. Test problems are used to demonstrate certain features of the program or results obtained from the program without necessarily providing detailed instructions on how to build the model.
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View table with all test problems
| Model ID | Title | Description | Program | Version |
|---|---|---|---|---|
na | Demonstrate acceleration loading and validate relative/absolute acceleration, velocity, and displacement. | SAP2000 | 12.0.1 | |
na | Model relative positive position for frame sections which have identical outlines, but different center-of-gravity locations due to one section being hollow. | SAP2000 | 14.2.0 | |
na | Comparison between body-constraint and equal-constraint application to a simply supported beam. | SAP2000 | 11.0.8 | |
1402 | Evaluate shrinkage for a one-span and a continuous two-span bridge system. | CSiBridge | 18.1.1 | |
96 | How insertion point affects horizontal reactions and flexural response of a simply supported beam. | SAP2000 | 14.2.3 | |
na | Demonstration of end offsets applied to a two-span continuous beam. | SAP2000 |
| |
591 | Section cuts are defined through a simply-supported beam which is modeled using frame and shell objects. | SAP2000 | 18.0.1+ | |
na | This tutorial describes the application of connections between frame and shell elements. | SAP2000 | 12.0.0 | |
na | Behavior of a concentrated plastic hinge when the loading applied to a nonlinear frame object causes the yield point of the interaction surface to change position. | SAP2000 | 14.2.0 | |
577 | Demonstration of horizontal moving loads | CSiBridge | 17.2.0+ | |
na | The modeling and analysis of human-induced vibrations due to footfalls or another type of impact. | SAP2000 | 14.1.0 | |
70 | The hyperstatic forces within a superstructure which is modeled using bridge objects may be obtained using any of three methods described in this test problem. | CSiBridge | 15.1.1 | |
na | Influence-surface verification for a cantilever beam modeled using shell objects. | SAP2000 |
| |
94 | 3D demonstration of insertion-point, end-offset, and transform-stiffness application. | SAP2000 | 12.0.1 | |
589 | Internal (eigen) stresses resulting from non-uniform temperature gradient loading |
| CSiBridge | 17.3.0 |
511 | Interpreting buckling analysis results for different initial conditions | Buckling analysis may begin with either zero initial conditions or the stiffness taken from the end of a nonlinear load case. This test problem compares the associated output. | SAP2000 | 15.1.0 |
na | This test problem demonstrates and validates the application of line and area springs. | SAP2000 | 12.0.0 | |
na | The modeling and response of joint openings, simulated using gap link elements, between shell segments of a post-tensioned bridge deck. | CSiBridge |
| |
140 | Moment curvature, cracked moment of inertia and Caltrans idealized model | Parameters and output for moment curvature and cracked moment of inertia. | SAP2000 | 15+ |
na | Verification of section-cut forces generated during moving-load analysis. | SAP2000 | 11.0.8 | |
516 | Model a pendulum system in SAP2000 using large-displacement time-history analysis. | SAP2000 | 15.1.0 | |
na | Uniform (Shell), one-way Uniform to Frame (Shell), and two-way Uniform to Frame (Shell) load application to shell objects and associated meshing procedures. | SAP2000 | 14.2.2 | |
109 | Calculation and verification of the P-Delta effects of a cantilevered column. | SAP2000 | 14.2.4 | |
na | Hand calculations present the following SAP2000 features: fixed conditions, full releases, partial releases, rotational-spring supports, and panel zones. | SAP2000 | 14.2.4 | |
na | Sections cuts may be saved during moving-load analysis through this procedure. | SAP2000 | 14.1.0 | |
na | Draw section cuts within the graphical user interface using either 2D or 3D views. | SAP2000 | 14.1.0 | |
na | Guidelines for setting up staged construction and interpreting the staged-construction results. | SAP2000 | 14 and above | |
594 | Creep application, addition of nodes to deformed configuration, and verification against manual calculations are given for the staged construction of a five-story column. | SAP2000 | 18.0.1 | |
1407 | Staged-construction analysis of two-span precast-girder bridge | Modeling and construction stage analysis of precast-girder bridge which is simply supported for dead load and continuous for live load. | CSiBridge | 18.1.1 |
na | This test problem explains start- and end-station interpretation for line load offset from baseline. | CSiBridge | 15.1.0 | |
85 | Test problems to demonstrate the differences and similarities between steady-state and time-history analyses. | SAP2000 | 14.2.2 | |
na | Given temperature loading applied to a fixed-fixed beam with variable insertion point (centroid and top-center), theoretical solution is compared to that from a SAP2000 model. | SAP2000 | 14.2.3 | |
97 | This test problem demonstrates CSI Software calculation and application of temperature-gradient loading to bridge objects. | SAP2000 | 14.0.0 | |
na | Tendon application is validated by comparing tendon forces to those in an equivalent frame system. | SAP2000 | 12.0.2 | |
130 | Two-span girder simply-supported for DL and continuous for LL | Modeling demonstration for a two-span girder which is simply-supported for DL and continuous for LL. | SAP2000 | 12.0.1 |
na | Verification of moving-load analysis when the option is specified for a vehicle to remain fully in lane. | SAP2000 |
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