SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Bachelor of Science (Honors) in Architecture Building

Structures (ARC 2522/2523)

Project 2 Structural Analysis of a Bungalow

Prepared by:

Eng Shi Yi 0317849

Kan Sook San 0319326

Liu Jyue Yow 1007P74080

Tutor / Lecturer: Mr Adib

Table of contents:

1.0 Introduction2.0 3D Model Perspective3.0 Architectural Plans

3.1 Ground Floor Plan3.2 First Floor Plan 3.3 Roof Plan

4.0 Design Brief5.0 Structural Plans

5.1 Foundation Plan5.2 Ground Floor Plan5.3 First Floor Plan 5.4 Roof Plan

6.0 Load Distribution Diagram6.1 Ground Floor Plan 6.2 First Floor Plan 6.3 Roof Plan

7.0 Tributary Area7.1 Ground Floor Plan7.2 First Floor Plan7.3 Roof Plan

8.0 Individual Components8.1 Beams

8.1.1 Ground Floor Plan8.1.2 First Floor Plan8.1.3 Roof Plan

8.2 Columns8.2.1 Ground Floor Plan8.2.2 First Floor Plan8.2.3 Roof Plan

9.0 Conclusion

1.0 IntroductionIn this project, we are required to form a group of 3 and design a 2 storey bungalow. the bungalow has to consist of :

1. 1 master bedroom with attached bathroom2. Minimum 3 bedrooms3. 2 bathrooms4. Kitchen5. Living hall6. Dining area7. 1 store room.

Next, we are required to carry out structural framing for the bungalow and identify all the columns and beams. A structural plan drawing for each floor is produced to carry out structural analysis calculation. This project is an integrated component where it involves structural theory, force calculation and basic structural proposal and allows students to demonstration of knowledge and understanding of building structure.

Slab system

LyLx > 2 (One way slab)

LyLx < 2 (Two way slab)

Beam calculation

Beam self-weight = beam size x density of reinforced concrete

Slab dead load = thickness x density of reinforced concrete x Lx/2 (trapezoid) = thickness x density of reinforced concrete x Lx/2 x 2/3 (triangular)

Slab live load = live load (UBBL) x Lx/2 (trapezoid) = live load (UBBL) x Lx/2 x 2/3 (triangular)

Column calculation

Beam self-weight = beam size x density of reinforced concrete x length

Slab dead load = thickness x density of reinforced concrete x tributary area

Slab live load = live load (UBBL) x tributary area

Brick wall self-weight = thickness x wall height x density of bricks x length

Column self-weight = width x length x height density of reinforced concrete

2.0 3D Model Perspective

3.0 Architectural Drawing Plan

3.1 Ground Floor Plan

3.2 First Floor Plan

3.3 Roof Plan

4.0 Design Brief

Quantity of Dead Loads Acting on Structure

Brick Wall Self-Weight

= Wall Thickness x Wall Height x Density of Bricks = 150mm x 3000mm x 19kN/m³= 0.15m x 3.0m x 19kN/m³= 8.55kN/m

Beam Self-Weight

= Beam Size x Density of Reinforced = 200mm x 300mm x 24kN/m³ = 0.2m x 0.3m x 24kN/m³ = 1.44kN/m

Slab Self-weight

= slab thickness x density of reinforced concrete = 150mm x 24kN/m³ = 0.15m x 24kN/m³ = 3.6kN/m²

Column Self-Weight

= Column Size x Density of Reinforced Concrete = 300mm x 300mm x 24kN/m³ = 0.3m x 0.3m x 24 kN/m³ = 6.48kN

Quantity of Live Loads Acting on Structure

Car Porch: 2.0kN/m²

Foyer: 1.5kN/m²

Living Room: 2.0kN/m²

Dining Room: 2.0kN/m²

Kitchen: 3.0kN/m²

Toilet: 2.0kN/m²

Bedroom: 1.5kN/m²

Laundry: 1.5kN/m²

Store Room: 1.5kN/m²

Study Room: 1.5kN/m²

Corridor: 3.0kN/m²

Dressing room: 2.0kN/m²

Stairs: 1.5kN/m²

5.0 Structural Plans

5.1 Foundation Plan

5.2 Ground Floor Plan

5.3 First Floor Plan

5.4 Roof Floor Plan

6.0 Load Distribution Plans

6.1 Ground Floor Plan

6.2 First Floor Plan

6.3 Roof Plan

7.0 Tributary Area

7.1 Ground Floor Plan

7.2 First Floor Plan

7.3 Roof Plan

8.0 Individual Component

8.1 Beam

8.1.1 Ground Floor Plan

Eng Shi Yi

Kan Sook San

Liu Jyue Yow

8.1.2 First Floor Plan

Eng Shi Yi

Kan Sook San

Liu Jyue Yow

8.1.3 Roof Plan

Eng Shi Yi

Kan Sook San

Liu Jyue Yow

8.2 Column

8.2.1 Ground Floor Plan

Eng Shi Yi

Kan Sook San

Liu Jyue Yow

8.2.2 First Foor Plan

Eng Shi Yi

Kan Sook San

Liu Jyue Yow

8.2.3 Roof Plan

Eng Shi Yi

Kan Sook San

Liu Jyue Yow