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| Section | Objectives |
|---|---|
| Topic 1: Professional Practice and Ethics | - Legal and Regulatory Responsibilities - Engineering Ethics |
| Topic 2: Structural Engineering Basics | - Design Principles and Load Considerations - Structural Analysis Fundamentals |
| Topic 3: Engineering Fundamentals | - Engineering Principles - Mathematics and Applied Calculations |
| Topic 4: Surveying and CAD Applications | - Computer-Aided Design (CAD) Usage - Land Surveying Principles |
| Topic 5: Geotechnical Engineering | - Foundation Design Principles - Soil Mechanics |
| Topic 6: Transportation Engineering | - Traffic and Pavement Considerations - Roadway Design Basics |
| Topic 7: Hydraulics and Hydrology | - Drainage and Water Management Systems - Fluid Mechanics Fundamentals |
| Topic 8: Civil Engineering Materials and Construction | - Concrete, Steel, and Asphalt Properties - Construction Methods and Techniques |
>> Civil-Engineering-Technology Prüfungsaufgaben <<
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100. Frage
Which of the following should be done as part of project status report preparation?
Antwort: C
Begründung:
A project status report is used to communicatecurrent progress, risks, and forecast impactsversus the plan.
Supply chain and procurement items that can affect the schedule-especiallycritical materials/equipment- must be actively validated because delivery changes can directly create or remove schedule risk. Guidance on project status reporting commonly includes trackingchanges in delivery datesand their impacts as part of progress and risk reporting, rather than assuming original purchase order dates will hold. Confirming supplier delivery dates for critical items is a proactive control: it updates schedule forecasts, informs mitigation actions (expedite, resequence, alternate sourcing), and supports accurate stakeholder communication. Contractor pricing confirmation and currency checks may be relevant in certain contexts but are not the primary routine action for a status report, and "maintain original delivery dates" is specifically poor practice when delivery risk exists. Therefore, the correct step is torequest suppliers confirm delivery dates for critical items.
101. Frage
The invert elevation of a sanitary sewer line is 98.150 m, the pipe thickness is 12 mm and its outside diameter is 600 mm. Using the image below, what is the crown elevatf m
Antwort: D
Begründung:
Invert elevation is the elevation of theinside bottomof the pipe. With outside diameterm and wall thicknessm, the inside diameter ism. The vertical distance from invert (inside bottom) to theoutside top of pipeism, giving the outside top-of-pipe elevation:m. The section detail in the provided image shows the vertical cover from top of pipe to top of asphaltas approximately2.476 m(dimensioned in the road section). Adding this cover gives the road crown elevation:m, matching optionA. This uses standard civil geometry conversions between invert, pipe dimensions, and surface elevations used in utility/roadway inspection and verification.
102. Frage
What two municipal plans are required to define a new civil infrastructure project?
Antwort: A
Begründung:
Municipal infrastructure is planned and delivered within a policy framework that linksland use(where growth will occur) withtransportation(how people and goods will move). A Municipal Development Plan (MDP) typically sets the long-term direction for growth, density, servicing, and community form, while a Transportation Master Plan (TMP) establishes the network strategy, modal priorities, and staging for roads, transit, active transportation, and related infrastructure. Together, these two plans provide the integrated basis to define and justify new civil infrastructure projects-what is needed, where it should be located, and how it aligns with growth and mobility objectives. Many municipalities explicitly identify the pairing of an MDP with a TMP as the foundational planning structure guiding infrastructure decisions and capital priorities.
Therefore, the two municipal plans required to define a new civil infrastructure project are theMunicipal Development Planand theTransportation Master Plan.
103. Frage
A civil engineering technologist has been given the task of drawing a foundation plan for a building that measures 20 m × 30 m. The drawing will be produced on a C1 sized sheet, which measures 648 mm × 917 mm. Which of the following is the best scale for the plan?
Antwort: B
Begründung:
Selecting a drawing scale is an engineering graphics task: the plan must fit within the sheet limits after allowing for borders, title block, notes, dimensions, and details. Engineering drawing practice treats scale as a proportional reduction ratio that preserves geometric similarity between the real object and the drawing. A 20 m × 30 m footprint equals 20,000 mm × 30,000 mm. At 1:50, the plotted size is 400 mm × 600 mm, which fits comfortably on a 648 mm × 917 mm sheet with room for margins and annotations. At 1:25, the plotted size becomes 800 mm × 1,200 mm, which exceeds the sheet. At 1:5, it is far too large; at 1:250, it is very small (80 mm × 120 mm), reducing readability for foundations that typically require clear dimensioning of footings, piles, grade beams, and notes. Therefore, 1:50 provides the best balance of fit and legibility for a C1 sheet, makingOption Cthe best scale choice.
104. Frage
What is the primary force that a bridge in the diagram needs to resist?
Antwort: D
Begründung:
The diagram depicts anarch-type bridge, where the load path is carried along the curved arch shape to the supports/abutments. In arch action, loads are transferred primarily ascompressive forcesthrough the arch ring
/rib; the structure pushes inward on itself while generating horizontal thrust at the abutments. Authoritative references describe that an arch bridge carries loads primarily bycompression, and the foundations/abutments must resist both vertical and horizontal components generated by that compressive thrust. Because the primary internal action in the arch member is compression (rather than tension in a cable, or bending- dominated action in a simple beam), the governing force type for the bridge form shown iscompression.
105. Frage
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