The document is a project report for analyzing the structural system of a double-storey bungalow. It includes architectural drawings of the floor plans, structural drawings, a 3D model, load distribution diagrams, and individual calculations of beams and columns. Each of the 6 students was assigned to calculate loads, reactions, and bending moments for specific beams and columns to understand how loads transfer through the structure. The analysis identified the positions of beams and columns to support the building. In conclusion, the project provided experience with analyzing structural components and load paths in a residential building.

1. SCHOOL OF ARCHITECTURE, BUILDING AND DESIGN BACHELOR
OF SCIENCE (HONS) IN ARCHITECTURE
BUILDING STRUCTURE
[ BLD60103 / ARC 2522 ]
PROJECT II: SITE ANALYSIS OF A BUNGALOW
PREPARED BY
KHOO ZER KAI
LAI TZEXIUAN
MICHELLE SIAW WI WEE
OSCAR WONG
TAN JEE KHIUM
TAY JING HENG
0320500
0318056
0325883
0319674
0324827
0325230
TUTOR: MR MOHD ADIB RAMLI

2. TABLE OF CONTENTS
1.0
2.0
3.0
4.0
INTRODUCTION TO PROJECT
DESIGN BRIEF
2.1 CALCULATION FORMULA
2.2 SPECIFICATIONS
ARCHITECTURAL DRAWINGS
3.1 GROUND FLOOR PLAN
3.2 FIRST FLOOR PLAN
3.3 ROOF PLAN
STRUCTURAL DRAWINGS
4.1 GROUND FLOOR PLAN
4.2 FIRST FLOOR PLAN
4.3 ROOF PLAN
BEAM ANALYSIS: LOAD DISTRIBUTION PATH
6.1 GROUND FLOOR PLAN
6.2 FIRST FLOOR PLAN
COLUMN ANALYSIS: LOAD DISTRIBUTION PATH
7.1 GROUND FLOOR PLAN
7.2 FIRST FLOOR PLAN
7.3 ROOF PLAN
INDIVIDUAL CALCULATIONS
8.1 BEAM ANALYSIS
8.2 COLUMN ANALYSIS
CONCLUSION
7.0
8.0
9.0
3D DIGITAL SKELETAL MODEL
5.1 PERSPECTIVE 3D VIEWS
5.2 SKELETAL FRAMING STRUCTURE
5.3 AXONOMETRIC
5.0
6.0

3. INTRODUCTION
1.O

4. 1.0 INTRODUCTION
In building structure project, we are assigned to produce a series of
analysis and calculation specifically on stand alone double storey resident. In
the group of 6, we are analysing on a stand alone double storey bungalow.
The project requires 6 of us to analyse on structural elements, load
distribution and tributary diagram of a basic bungalow to identify the position
of beam and column. Each of us were assigned to calculate four beams and two
columns, calculation includes:
i) Dead loads
ii) Live loads
iii) Ultimate load
iv) Reaction force
v) Load diagram, Shear force diagram and Bending moment diagram
We are to produce a complete set of documentation of structural system
with load distribution and calculations (beam and column).

5. DESIGN BRIEF
2.O

6. 2.1 CALCULATION FORMULA
Quantify Dead Loads Acting On Structure
Slab Self-Weight
Brick Wall Self Weight
Beam Self Weight
Column Self Weight (a)
Column Self Weight (b)
= 0.15m x 24kN/m3
= 3.6kN/m²
= 0.2m x 3..05m x 19kN/m3
= 11.59kN/m
= 0.15m x 0.45m x 24kN/m3
= 1.62kN/m
= 0.3m x 0.45m x 3.05m x 24kN/m3
= 9.882kN
= 0.45m x 0.6m x 3.05m x 24kN/m3
= 19.764kN

7. 2.2 SPECIFICATIONS
Structural Member Material Dimension (mm)
Beam Concrete 150 x 450
(width x thickness)
Wall Brick 200 x 3050
(thickness x height)
Slab Concrete 150
(thickness)
Column Concrete a. 300 x 450 x 3050
b. 450 x 600 x 3050
(width x length x height)
Density of Material (following UBBL)
1. Reinforced concrete = 24kN/m3
2. Brick wall = 19kN/m3
Live Load Assumed (following UBBL)
Residential = 2kN/m3
Structural Members Specifications

8. ARCHITECTURE DRAWINGS
3.O

9. 3.1 GROUND FLOOR ARCHITECTURAL PLAN

10. 3.2 FIRST FLOOR ARCHITECTURAL PLAN

11. STRUCTURAL DRAWINGS
4.O

12. SCALE 1:200
4.1 GROUND FLOOR STRUCTURAL PLAN
GROUND FLOOR STRUCTURAL PLAN

13. SCALE 1:200
4.2 FIRST FLOOR STRUCTURAL PLAN
FIRST FLOOR STRUCTURAL PLAN

14. 4.3 ROOF STRUCTURAL PLAN
SCALE 1:200
ROOF PLAN STRUCTURAL PLAN

15. 3D DIGITAL MODEL
5.O

16. 5.1 Perspective 3D view

17. 5.2 Skeletal Framing Structure

18. 5.3 Axonometric View

19. BEAM ANALYSIS: LOAD DISTRIBUTION PATH
6.O

20. SCALE 1:200
6.1 GROUND FLOOR LOAD DISTRIBUTION PLAN

21. 6.2 FIRST FLOOR LOAD DISTRIBUTION PLAN
SCALE 1:200

22. COLUMN ANALYSIS: LOAD DISTRIBUTION PATH
7.O

23. 7.1 FIRST FLOOR LOAD TRIBUTARY AREA

24. 7.2 ROOF LOAD TRIBUTARY AREA

25. INDIVIDUAL CALCULATIONS
8.O

26. 8.1 TAY JING HENG 0325230
BEAM ANALYSIS
COLUMN ANALYSIS
GROUND FLOOR STRUCTURAL PLAN
AREA TRIBUTARY PLAN

40. 8.2 KHOO ZER KAI
BEAM ANALYSIS
COLUMN ANALYSIS
GROUND FLOOR STRUCTURAL PLAN
AREA TRIBUTARY PLAN

50. 8.3 MICHELLE SIAW WI WEE 0325883
BEAM ANALYSIS
FIRST FLOOR STRUCTURAL PLAN
AREA TRIBUTARY PLAN
COLUMN ANALYSIS

64. 8.4 TAN JEE KHIUM
BEAM ANALYSIS
COLUMN ANALYSIS
GROUND FLOOR STRUCTURAL PLAN
AREA TRIBUTARY PLAN

78. 8.5 LAI TZE XIUAN
BEAM ANALYSIS
COLUMN ANALYSIS
GROUND FLOOR STRUCTURAL PLAN
AREA TRIBUTARY PLAN

101. 8.6 OSCAR WONG
BEAM ANALYSIS
COLUMN ANALYSIS
GROUND FLOOR STRUCTURAL PLAN
AREA TRIBUTARY PLAN

113. CONCLUSION
9.O

114. 9.0 CONCLUSION
In the end of the project, we are able to know the load distribution acting
on every single beam as well as the column. We manage to produce a complete
documentation through group learning on the analysis and calculation of beam
and column.
It also allows us to explore on structural system on case study on stand
alone bungalow to identify the structural component. Last but not least, six of
us has gained the basic knowledge on identify, execute and implements basic
procedure of building structure design.