Building Design: General Arrangement Plans week 12
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Questions and Answers

What is the primary reason for using a post-tensioned prestressed system in the building's design?

  • It efficiently handles long spans and heavy loads. (correct)
  • It allows for wider column spacing.
  • It increases the weight of the structure.
  • It enhances aesthetic appeal.

What is the assumed impact of the geological conditions on the foundation design?

  • They lead to significant differences in pile depth.
  • They necessitate the use of a raft foundation.
  • They are assumed to be uniform with little impact on settlement. (correct)
  • They require the use of shallow foundations.

In the building design, what is the function of the service core?

  • It serves as a non-load-bearing feature.
  • It is a crucial load-bearing component. (correct)
  • It reduces the need for external columns.
  • It contributes additional aesthetic elements.

Which of the following assumptions about the column-free zones is correct?

<p>They are supported by a truss system for structural integrity. (A)</p> Signup and view all the answers

What is the spacing for columns predominantly used in the grid layout on Level 1?

<p>8m for most areas with variations. (D)</p> Signup and view all the answers

What is the diameter of the CFA piles utilized in the foundation's footing system?

<p>600mm (A)</p> Signup and view all the answers

Which of the following is NOT a characteristic of the building's structural design?

<p>The inclusion of a deep raft foundation. (A)</p> Signup and view all the answers

What is the purpose of avoiding penetration into the water table with the piles?

<p>To prevent pressure-induced damage. (C)</p> Signup and view all the answers

What role do the stairwell and roof serve in terms of structural load?

<p>They are considered non-load-bearing features. (A)</p> Signup and view all the answers

Why are CFA piles specifically chosen for the foundation system in this design?

<p>They are a cost-effective choice due to uniform geological conditions. (A)</p> Signup and view all the answers

Flashcards

Slab Depth for Services

Sufficient space in the slab for service pipes and ducts without affecting the floor design.

Column Spacing (Level 1)

8 meters apart in most areas, 10 meters in specific zones (North-South).

Column-Free Zones (Level 1)

Areas on Level 1 without interior columns, supported by beams.

Load-Bearing Service Core

The service core in the building plays a structural role.

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Level 1 Grid Layout

8x8 meter grid with a load-bearing service core.

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Post-Tensioned (PT) System

A method of prestressing concrete elements for strength.

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Truss System

System for supporting large column-free zones.

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Combined Footing System

Foundation system for multiple columns, using CFA piles.

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CFA Piles

Continuous flight augur piles; a type of foundation support.

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Pile Depth and Reinforcement

2.5m deep, with steel cages for strength.

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Study Notes

Building Design: General Arrangement Plans and Sections

  • Task: Prepare general arrangement plans and sections, focusing on floor and foundation systems. Hand-drawn sketches acceptable. Assumptions must be clearly stated.

Key Assumptions

  • Slab Depth for Services: Enough space in the slab for services and ducts, not impacting floor design.
  • Column Spacing: 8m spacing in most areas, 10m in specific North-South zones.
  • Column-Free Zones: Beams can support their weight without interior columns on Level 1.
  • Non-Load-Bearing Features: Stairwell and roof are not considered load-bearing.
  • Load-Bearing Components: Service core and external perimeter require additional support columns.
  • Foundation Assumptions: Uniform geological conditions, minimal pile settlement.

Design Highlights: Level 1

  • Grid Layout: 8x8m grid with a load-bearing service core.
  • Reinforcement: Post-tensioned (PT) prestressed system for strength, and truss system for column-free areas – assembled onsite from 4 sections.

Design Highlights: Level 5

  • Column Layout: 8m spacing, with 10m spans in east-west wings for aesthetics.
  • Reinforcement: PT prestressed slabs and band beams in north-south direction.

Foundation

  • Footing System: Combined footing with four 600mm diameter continuous flight auger (CFA) piles per column.
  • Pile Depth: 2.5m deep, reinforced with steel cages and connected to the pile cap and columns.
  • Water Table: Piles are designed to avoid the water table to prevent pressure-induced damage.

Design Rationale

  • Post-Tensioning: Handles long spans and heavy loads efficiently, reducing material use.
  • Truss System: Supports large column-free zones efficiently.
  • Pile Foundations: CFA piles are a cost-effective and reliable choice for uniform geological conditions, avoiding water table issues.

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Description

This quiz focuses on preparing general arrangement plans and sections with an emphasis on floor and foundation systems. You will analyze assumptions regarding slab depth, column spacing, and load-bearing components. Gain insights into creating effective and functional architectural designs.

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