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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Data Management | 20% | - Manage project data
|
| Topic 2: Collaboration Process | 36% | - Quality assurance and delivery
|
| Topic 3: Corporate Standards and Documentation | 16% | - Develop BIM documentation and training
|
| Topic 4: Project Needs Assessment | 28% | - Establish project workflows
|
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14. Frage
During a coordination meeting, project leads ask for a report showing only active clashes between mechanical systems and structural framing in patient-room zones, following the approved clash matrix.
What is the most effective way to provide this report using Model Coordination?
Antwort: A
Begründung:
A custom coordination view should be created using the applicable published mechanical and structural models and limited to the patient-room zones required by the approved clash matrix. The clash results can then be filtered by model pair, location, object category, and active status before the filtered list is exported. This produces a targeted report containing only the coordination conditions requested by the project leads.
The custom-view approach maintains the relationship between the clash records and the coordinated model geometry. It also makes the review repeatable: the BIM manager can return to the saved view during subsequent coordination cycles and evaluate whether the same discipline and location criteria have been resolved.
Asking individual disciplines to prepare independent reports creates inconsistent evaluation criteria and weakens the centralized coordination record. Exporting every clash and manually filtering the spreadsheet introduces unnecessary effort and increases the risk of omitting or misclassifying issues. Assigning clashes through the Issues tool is appropriate after clashes have been reviewed and determined to require action, but assignment does not itself generate the requested filtered clash report.
Reference topics: Autodesk Model Coordination; custom coordination views; clash filtering; clash matrices; published models; active-clash reporting; location-based coordination.
15. Frage
A project model, which includes multidisciplinary and DWG links, has been exhibiting problematic behavior. It takes a long time to save and synchronize, or crashes unexpectedly. Even though there are no imported DWGs, a scan of the model reveals a large number of IMPORT line patterns that typically come from DWG imports and links and are a possible cause of model-performance loss.
To remedy and prevent a repetition of this situation, the BIM manager is attempting to mentor the team on best practices for preparing DWGs for linking to a Revit model.
Which workflow steps will optimize the DWG files and prevent inefficiencies and loss of productive time due to repeated poor DWG-linking practices?
Antwort: C
Begründung:
The DWG should be cleaned in AutoCAD before it is accepted as a Revit link. Setting PROXYGRAPHICS=1 preserves graphical representations of custom or proxy objects so that applications without the originating object enabler can display the relevant geometry. PURGE ALL removes unused layers, blocks, linetypes, text styles, registered applications, and other unreferenced definitions that unnecessarily increase file complexity.
AUDIT identifies and repairs database errors, while OVERKILL removes duplicate or overlapping lines and can consolidate redundant geometry. Together, these operations reduce the amount of irrelevant data Revit must interpret when loading and regenerating the linked file.
Deleting every XREF may remove required design information, while changing fonts does not resolve database corruption or excessive geometry. Deleting all text and exploding all geometry is destructive and commonly increases the number of individual entities, making performance worse. Setting PROXYGRAPHICS=0 can prevent required custom-object representations from being retained for downstream display.
The cleaned DWG should also be limited to the required layers and extents, checked for correct units and coordinates, and linked rather than imported wherever feasible.
Reference topics: DWG preparation; linked versus imported CAD; PURGE; AUDIT; OVERKILL; proxy graphics; Revit model-performance management.
16. Frage
For a project that is well into its Design Development phase, it is discovered that there is an easement on the property that increases the setback by 1 ft 6 in. (450 mm).
Which method for updating the geolocation of the project would be least disruptive to the extended design team?
Antwort: B
Begründung:
Repositioning the authoritative civil site resource relative to the established building model and then publishing the revised positional relationship is the least disruptive approach. At Design Development, multiple disciplines may already have linked the building model, established views, placed annotations, configured worksets, and coordinated systems around its current internal geometry. Physically moving all building elements would therefore create extensive risk, including displaced annotations, broken constraints, altered links, and inconsistent consultant coordination.
Publishing the updated position preserves the controlled relationship between the project model and the site resource without requiring each discipline to relocate its authored geometry manually. The revised coordinate relationship can then be distributed through the established shared-coordinate workflow.
Specify Coordinates at Point is not appropriate merely because a setback changed; it can redefine the project's coordinate basis based on an isolated point rather than maintaining the managed relationship with the civil reference. Resetting coordinates and reacquiring them is substantially more disruptive because it discards the existing shared-coordinate relationship and can affect every connected model. Moving all model elements is the highest-risk option because it changes design geometry rather than correcting the external positional reference.
Reference topics: Shared coordinates; civil-site coordination; Publish Coordinates; model positioning; geolocation governance; change management during design development.
17. Frage
The BIM manager receives an external lighting CAD file to link into the Architectural model and realizes the link is not vertically or horizontally aligned.
What fix needs to happen to resolve this misalignment?
Antwort: C
Begründung:
The lighting team should correct the source CAD file so that it conforms to the project's approved coordinate framework and then reissue it. External discipline files must be delivered with a predictable origin, orientation, and elevation that correspond to the architectural or designated site-control model. Correcting the source ensures that every recipient can link the file consistently and that subsequent updates retain the same placement.
Manually moving the linked CAD file in Revit creates an unmanaged instance offset. Although the file may appear aligned temporarily, reloading, replacing, or distributing it can reproduce the original problem or create inconsistent positioning among team members. Adding gridlines may help visually diagnose the offset but does not establish a reliable coordinate relationship.
Acquiring coordinates from the misaligned lighting file is particularly inappropriate because it would redefine the host model's shared-coordinate relationship based on a non-authoritative and incorrectly positioned reference. The architectural or site model should remain the approved source of project positioning.
The BIM manager should provide the lighting team with the agreed coordinate protocol, reference model, control points, units, and required vertical datum, then validate the corrected file before accepting it for coordination.
Reference topics: Consultant file requirements; shared-coordinate governance; CAD-link positioning; authoritative coordinate sources; model exchange; coordination quality control.
18. Frage
The BIM manager is coordinating a multi-building project in which each building must maintain a unique internal coordinate system but share a common origin point for site-wide references.
Which two actions are required to correctly manage the coordinate setup in this scenario? (Select two.)
Antwort: B,E
Begründung:
The Survey Point represents the shared real-world or site coordinate framework. Placing or defining it consistently at the common site origin allows every building model to relate to the same survey reference for federation, site plans, civil coordination, and geographically consistent exports.
Each building should retain its own Project Base Point because this point supports the building's local project-coordinate framework. A building may use a convenient internal datum and orientation suited to its grids, geometry, and documentation while still maintaining a transformation to the common survey system. This separation allows the buildings to remain independently manageable without losing site-wide positional accuracy.
Placing every Project Base Point at the shared site origin would eliminate the intended distinction between each building's local coordinate basis and the common site reference. Likewise, using a single Project Base Point across all separate models is not how Revit coordinate systems operate; each model has its own internal origin, Project Base Point, and Survey Point. Option B is imprecise because the requirement is not to establish unrelated Survey Points, but to align the models to one shared site origin.
The correct arrangement is a common Survey Point reference combined with a locally appropriate Project Base Point for each building.
Reference topics: Survey Point; Project Base Point; multi-building coordination; local versus shared coordinates; site federation; building-specific origins.
19. Frage
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