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Questions and Answers
What is the name of the school associated with CIVIL 3811?
What is the name of the school associated with CIVIL 3811?
- School of Architecture
- School of Civil Engineering (correct)
- School of Mechanical Engineering
- School of Electrical Engineering
Which university is associated with the civil engineering tutorial solution?
Which university is associated with the civil engineering tutorial solution?
- University of New South Wales
- University of Sydney (correct)
- University of Melbourne
- University of Queensland
What week is the tutorial solution referenced in the content?
What week is the tutorial solution referenced in the content?
- Week 4
- Week 1
- Week 2 (correct)
- Week 3
What is the course code mentioned in the tutorial solution?
What is the course code mentioned in the tutorial solution?
Which aspect is primarily focused on in the School of Civil Engineering's course offerings?
Which aspect is primarily focused on in the School of Civil Engineering's course offerings?
Flashcards
University of Sydney
University of Sydney
An Australian university.
School of Civil Engineering
School of Civil Engineering
A department at the university that focuses on civil engineering.
CIVIL 3811
CIVIL 3811
A specific course number in civil engineering.
Tutorial Solution
Tutorial Solution
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Week 2
Week 2
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Study Notes
Assumptions
- Maximum slab depth calculated by subtracting floor-to-floor height and service zone/floor-to-ceiling height from the total height.
- Internal columns are absent in showroom and residential areas, so beams should be able to carry their own weight.
- Concrete residential walls are load-bearing.
- Glazed area weight is negligible.
- Basement level is on foundation.
Alternatives
- Post-tensioned band beams increase tensile strength but have a limited span (approximately 16m).
- Deflection and creep could be significant for long spans, particularly 36m.
- Regular monitoring and inspection are necessary to prevent large deflections and cracks in long-span slabs.
- Fabrication and construction time, cost, and complexity are disadvantages of post-tensioned systems.
- Composite truss systems are more cost-effective for longer spans and easier to manufacture.
Recommended Floor System
- Composite truss systems are better suited to larger spans than post-tensioned systems in the specified area.
- Truss beams (6m centers, running south to north and 42m long running west to east) along with external and internal columns (6m centers around the glazed area on level 2) will support the load effectively.
- Pre-tensioned slabs will be used in residential and office areas.
- 6m center reinforced concrete columns are needed for the PT slabs.
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Description
Explore the advantages and considerations of using composite truss systems versus post-tensioned band beams in large-span constructions. This quiz covers assumptions regarding structural integrity, load-bearing properties, and recommendations for effective floor systems in civil engineering design.
