Building Design Principles Quiz
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Questions and Answers

What is the assumed depth of the slab meant to accommodate?

  • Service and utility connections (correct)
  • Additional weight from the roof
  • Aesthetic compliance with regulations
  • Increased column spacing

What is the column spacing primarily used for Level 1 and the upper floors?

  • 8m, with sections extending to 12m
  • 10m, uniformly throughout the building
  • 6m, with longer spans excluded
  • 8m, with a 10m span in the north-south direction (correct)

Which element is assumed to be non-load bearing in the building?

  • The stairwell (correct)
  • The service core
  • The roof
  • The external perimeter

What is the assumed effect of the geological profile on the building's foundation?

<p>It is assumed to be uniform and homogenous (D)</p> Signup and view all the answers

How is the primary layout described for Level 1 of the building?

<p>An 8x8m grid with a load-bearing service core (A)</p> Signup and view all the answers

What type of system is proposed to be used predominantly throughout the building?

<p>Post-tension prestressed system (C)</p> Signup and view all the answers

How will the truss system in the open area be addressed?

<p>It will be decomposed into 4 sections for assembly onsite (B)</p> Signup and view all the answers

What is the spacing of columns used in Level 5 design, particularly along the north and south spans?

<p>8m spans with an extension to 10m (B)</p> Signup and view all the answers

Which structural feature is treated as a load-bearing element?

<p>The service core (A)</p> Signup and view all the answers

What assumption is made regarding the load-bearing capacity of the upper floors due to offsets?

<p>Offsets will have no impact on overall load-bearing capacity (A)</p> Signup and view all the answers

Flashcards

Floor System Layout

The arrangement of floors, including supporting elements like beams, columns, slabs, and trusses.

Level 1 Layout

Floor plan for the first level featuring an 8x8m grid, load-bearing service core, and a post-tensioned prestressed system with band beams.

Level 5 Layout

Floor plan for the fifth level using columns spaced at 8m, with 10m spans in north-south direction for aesthetic and practicality.

Post-tensioned prestressed system

A method to strengthen floor systems by adding tensioned elements.

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Band Beams

Beams running along columns in a north-south direction used to support the floor.

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Truss System

A system of interconnected beams used to support large spans. Often used in open areas with no columns.

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Load-bearing Wall (Service Core)

A wall that sustains loads on the floor above; in this context, the service core.

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Column Spacing

The distance between supporting columns in the building's structure.

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Slab Depth

The thickness of the slab above which services and ducts are installed.

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Foundation System

The base of the building, which supports loads from the floor and the building's structure.

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Study Notes

Assumptions for Building Design

  • Slab depth is sufficient for services and ducts, without interfering with floor system.
  • Column spacing is primarily 8 meters, but 10 meters in north-south direction.
  • Beams can support their own weight without internal columns on Level 1.
  • Stairwell is not load-bearing.
  • Roof and plants are negligible in load calculations.
  • Upper floor offsets won't impact overall load-bearing capacity.
  • Service core is load-bearing, perimeter columns needed.
  • Basement (Level 1) is on foundation
  • Uniform and homogenous geological profile.
  • Uniform building settlement.

Level 1 Design

  • Service core as load-bearing wall, part of the span.
  • Post-tensioned prestressed system used throughout building, with band beams in north-south direction along columns.
  • Truss system used over open spaces for north/south spans.
  • Truss system decomposable into sections for ease of access and assembly.

Level 5 Design

  • Columns spaced at 8 meters in north/south, and 10 meters in east/west.
  • Consistent aesthetic and ease of use.
  • Post-tensioned pre-stressed system is primary reinforcement.
  • Band beams are in north/south direction to support columns.

Foundation Design

  • Combined footing system with pile cap.
  • 4 CFA piles per column, 600mm diameter.
  • Pile depth of 2.5 meters.
  • Steel reinforcement cage within each pile to increase capacity.
  • Piles tied together within pile cap, to the column.

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Description

Test your knowledge on the fundamental assumptions and design principles for building structures. This quiz covers various aspects such as load-bearing configurations, service cores, and column spacing in multi-level buildings. Ideal for architecture and engineering students.

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