1. The document outlines a project by three students to structurally analyze a two-story bungalow design. 2. The bungalow design includes a master bedroom, three additional bedrooms, two bathrooms, a kitchen, living hall, dining area, and store room. 3. The students are required to produce structural plans for each floor showing the columns and beams to carry out structural analysis calculations.

1. 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

2. Table of contents:
1.0 Introduction
2.0 3D Model Perspective
3.0 Architectural Plans
3.1 Ground Floor Plan
3.2 First Floor Plan
3.3 Roof Plan
4.0 Design Brief
5.0 Structural Plans
5.1 Foundation Plan
5.2 Ground Floor Plan
5.3 First Floor Plan
5.4 Roof Plan
6.0 Load Distribution Diagram
6.1 Ground Floor Plan
6.2 First Floor Plan
6.3 Rood Plan
7.0 Tributary Area
8.0 Individual Components

3. INTRODUCTION
In 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 masterbedroom withattachedbathroom
2. Minimum3bedrooms
3. 2 bathrooms
4. Kitchen
5. Living hall
6. Diningarea
7. 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

4. 3D Model Perspective

5. Architectural Drawing Plan
Ground Floor Plan

6. First Floor Plan

7. Roof Plan

8. DesignBrief
Quantity of DeadLoads 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
= BeamSize 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

9. Quantity of Live Loads Acting onStructure
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

10. Structural Plans
FoundationPlan

11. Ground Floor Plan

12. First Floor Plan

13. Roof Floor Plan

14. Load Distribution Plans
Ground Floor Plan

15. First Floor Plan

16. Roof Plan

17. Tributary Area
Ground Floor Plan

18. First Floor Plan

19. Roof Plan

20. Individual Component
Beam
Ground Floor Plan
Eng Shi Yi
Kan Sook San
Liu Jyue Yow

21. First Floor Plan
Eng Shi Yi
Kan Sook San
Liu Jyue Yow

22. Roof Plan
Eng Shi Yi
Kan Sook San
Liu Jyue Yow

23. Individual Component
Column
Ground Floor Plan
Eng Shi Yi
Kan Sook San
Liu Jyue Yow

24. First Foor Plan
Eng Shi Yi
Kan Sook San
Liu Jyue Yow

25. Roof Plan
Eng Shi Yi
Kan Sook San
Liu Jyue Yow