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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Topic 2: Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Topic 3: Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Topic 4: Structural Engineering | 20% | - Structural Analysis & Design
|
| Topic 5: Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Topic 6: Transportation Engineering | 15% | - Highway & Road Design
|
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NEW QUESTION # 65
A civil engineering technologist needs to recommend a foundation design for a commercial building. The borehole logs identify unsuitable bearing soils beneath the proposed floor elevation to a depth of 4 m and shallow bedrock at 5 m. Which of the following types of design should the technologist recommend?
Answer: D
Explanation:
The subsurface profile indicates a weak/unsuitable bearing stratum extending several metres below the proposed founding level, withcompetent bedrock close beneath(shallow bedrock at about 5 m). Shallow foundations (slab-on-grade or strip footings) depend on adequate near-surface bearing capacity and acceptable settlement; with unsuitable soils to 4 m, shallow options would risk excessive settlement or bearing failure unless major ground improvement is performed. Where a strong bearing stratum such as bedrock is available at practical depth,end-bearing pilesare commonly selected to transfer structural loads through weak soils and seat on (or be socketed into) the competent stratum. Engineering references define end-bearing piles as piles driven/drilled to a firm layer/bedrock so that axial load is carried primarily inend bearingrather than relying on skin friction in weak compressible soils. With shallow bedrock, end-bearing piles provide a direct and reliable load path and reduce settlement uncertainty versus friction piles in poor soils.
NEW QUESTION # 66
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.
Answer: D
Explanation:
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.
NEW QUESTION # 67
What is a silt fence used for?
Answer: A
Explanation:
A silt fence is an erosion and sediment control measure intended toretain sedimentcarried by runoff, reducing offsite sedimentation. Lindeburg describes temporary silt fences as measures using posts and filter cloth (e.g., filter fabric) placed on the upstream side toretain suspended silt particles in runoff water. This purpose is to reducesoil movement(sediment transport) caused by erosion processes during construction, especially oalong drainage paths where siltation is expected. The fence does not "stop water" (runoff still passes through while sediment is filtered), is not primarily a site limit marker, and is not an access control barrier for the public. Therefore, the correct statement is that a silt fence is usedto prevent soil from moving through the site due to erosion.
NEW QUESTION # 68
A concrete mix is onsite and at its specified slump of 80 mm. The pour requires a slump of 200 mm. The concrete onsite meets all other requirements. What action should be taken?
Answer: A
Explanation:
Increasing slump from80 mm to 200 mmis a large jump in workability. Adding water would increase slump but typically raises the water-cement ratio, which can reduce strength and durability and increase cracking risk unless it remains within permitted limits and is authorized. Industry guidance on jobsite water addition recommends consideringwater-reducing admixtures / superplasticizersas the preferred alternative for increasing slump while maintaining concrete performance, provided segregation is avoided and proper mixing is performed.
Ahigh-range water reducer (HRWR), also called asuperplasticizer, is specifically intended to produce a major increase in slump/flow at essentially the same water content, achieving very high workability concrete for placement. Low-range water reducers typically do not provide such a large slump increase. Therefore, the correct action is toadd a high-range water reducerto achieve the required 200 mm slump without compromising the designed water-cement ratio and associated properties.
NEW QUESTION # 69
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?
Answer: C
Explanation:
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.
NEW QUESTION # 70
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