Civil-Engineering-Technology試験の準備方法｜正確的なCivil-Engineering-Technologyトレーニング費用試験｜真実的なTechnical Examination - Civil Engineering Technology C.E.T認定資格試験

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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Construction Management & Materials10%- Construction Methods & Project Management
  • 1. Construction Materials & Quality Control
    • 2. Codes, Standards & Ethics
      Water Resources & Environmental Engineering12%- Hydrology & Water Systems
      • 1. Wastewater & Water Treatment
        • 2. Environmental Regulations & Sustainability
          Structural Engineering20%- Structural Analysis & Design
          • 1. Timber & Masonry Design
            • 2. Concrete & Steel Structures
              Geotechnical Engineering18%- Soil Mechanics & Foundation Engineering
              • 1. Earthworks & Retaining Structures
                • 2. Soil Properties & Testing
                  Civil Engineering Fundamentals25%- Engineering Mathematics & Applied Science
                  • 1. Surveying & Geomatics
                    • 2. Statics & Mechanics of Materials
                      • 3. Fluid Mechanics & Hydraulics
                        Transportation Engineering15%- Highway & Road Design
                        • 1. Pavement Design & Materials
                          • 2. Traffic Engineering & Planning

                            >> Civil-Engineering-Technologyトレーニング費用 <<

                            Civil-Engineering-Technology認定資格試験 & Civil-Engineering-Technology技術問題

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T 認定 Civil-Engineering-Technology 試験問題 (Q105-Q110):

                            質問 # 105
                            An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?

                            正解：C

                            解説：
                            Engineered I-joists are proprietary structural products with capacity and allowable hole/notch limits governed by themanufacturer's engineeringand publishedspecifier guides/repair details. A hole at or near a bearing is particularly critical because shear demands and web stresses are highest near supports, and manufacturers explicitly restrict hole proximity to bearings and provide specific repair details when holes occur in sensitive zones. For example, Weyerhaeuser's TJI repair technical bulletin states conditions for repair applicability and includes "DO NOT" limitations related to holes overlapping the inside face of bearing and other proximity restrictions, indicating that manufacturer guidance controls whether a joist is acceptable and how it must be repaired. Industry good-practice guidance similarly emphasizes that manufacturer instructions must be followed and holes should not be over supports/bearings without approval and prescribed reinforcement.
                            Therefore, the best way to verify integrity is tocontact the manufacturer(or their engineering support) and follow their published repair/acceptance requirements.


                            質問 # 106
                            The k-value in a vertical curve design defines the horizontal distance required to make a 1% change in the gradient. Provided that the stopping sight distance is the same, the uphill grade is 1%, the downhill grade is #0.
                            5%, and the design speed is 90 km/h, what is the length of the vertical curve?

                            正解：A

                            解説：
                            For vertical curves, AASHTO uses theK valuedefined as, whereis curve length (m) andis the algebraic difference in grades (percent). Here,and, so. Withstopping sight distance controlled by the same criterion(i.
                            e., the applicable K value for the given design speed remains the same), length is found from. For 90 km/h, the SSD-based K for the controlling curve type yieldsthat corresponds to60 mforper the provided choices.
                            This reflects standard vertical-curve practice: once K is set by SSD for the design speed, length scales linearly with the grade difference.


                            質問 # 107
                            A road to be filled is 6 m wide with 3:1 side slopes and a maximum of 6 m fill at the road centre line. The cut and fill are symmetrical, as shown in the image below. The cost of moving material is $4.00 per m³ per km haul length. What is the minimum cost to fill in the road?

                            正解：A

                            解説：
                            The minimum haul-cost solution is obtained by balancing cut and fill along the alignment so material is moved the shortest distance consistent with available quantities. Earthwork cost is computed as:
                            Using the geometric fill section provided (6 m top width, 3H:1V side slopes, 6 m maximum depth at centreline), the cross-sectional area can be computed from trapezoidal/triangular components and then used with the roadway length implied by the figure to determine total fill volume. The figure's data leads to a total moved volume and average haul that, when multiplied by$4.00 per m³ per km, produces a minimum total cost matching$576,000. This method is consistent with standard earthwork estimation practice using cross- section geometry, volumes, and haul-based cost.


                            質問 # 108
                            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?

                            正解：B

                            解説：
                            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.


                            質問 # 109
                            EXCERPT FROM MUNICIPAL BYLAW 1234 - ZONING
                            Section 3: Single family zone
                            3.1 All dwellings shall house one family.
                            3.2 All dwellings shall have a minimum main floor area of 120 m².
                            3.3 All dwellings shall be constructed a minimum of 10.0 m from the front property line, 15.0 m from the rear property line, and 1.5 m from the side property lines.
                            3.4 An application that does not fulfill the above requirements shall be referred to Council.

                            正解：B

                            解説：
                            The bylaw excerpt establishes mandatory requirements (one family, minimum 120 m² floor area, and minimum setbacks) and then provides the required administrative action in Section 3.4:any application that does not fulfill the above requirements shall be referred to Council. The correct decision is therefore governed directly by the regulatory text: when any requirement is not met, the prescribed next step is referral rather than approval. Option C matches the bylaw's stated process exactly by directing the application to Council due to noncompliance. Options B and D propose outright rejection reasons that the excerpt does not authorize as the required action; the excerpt explicitly states "referred to Council" for noncompliant applications. Option A is only valid when all requirements are met. Accordingly, the correct response isrefer to Council.


                            質問 # 110
                            ......

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