This document outlines a project analyzing the structural design of a two-story bungalow. It includes architectural plans, structural plans, load distribution plans, a 3D structural model, and individual beam and column analysis. The project involves identifying beams and columns, examining the structure and load distribution, and calculating the load on each member. Formulas are provided to calculate loads from self-weight, slabs, walls, and other sources. The conclusion states the project increased understanding of structural systems, load paths, and analyzing critical members.

1. Building Structures
Project Two:
Structural Analysis of a Bungalow

2. Bachelor of Science (Hons) in Architecture
School of Architecture, Building & Design
Taylor’s University
Tutor: Mr. Adib
Liew Jin 03
Ong Euxuan 0319050
Ricco Soh Zheng Wei 0319890
Table of Content
1.0 Introduction
2.0 Architectural Plans
2.1 Ground Floor Plan
2.2 First Floor Plan
2.3 Roof Plan
3.0 Structural Plan
3.1 Ground Floor Plan
3.2 First Floor Plan

3. 3.3 Roof Plan
4.0 Load Distribution Plan
4.1 Ground Floor Plan
4.2 First Floor Plan
4.3 Roof Plan
5.0 3D Structural Model
6.0 Individual Beam Analysis
6.1 Liew Jin
6.2 Ong Euxuan
6.3 Ricco Soh
7.0 Individual Column Analysis
7.1 Liew Jin
7.2 Ong Euxuan
7.3 Ricco Soh
8.0 Conclusion
9.0 References

4. 1.0 Introduction
For this project, we are to design a two-storey bungalow unit based on the given outlines. The
layout of the bungalow should be a combination of two chosen outlines.
We are to frame and design the structural skeleton of the bungalow, then identify the beams
and columns in the bungalow design. Then we are to examine and analyze the structure,as well
as its load distribution, then calculate the amount of load each beam/column is subjected to.
Each member is given six beams and three columns.
Bungalow Introduction
The designed bungalow is two-storey high, and it consists of the following components: one
master bedroom with attached bathroom, a minimum of three bedrooms, two bathrooms,
kitchen, living hall, dining area and a storeroom.
The chosen outlines:

5. Formulas
Slab System
Ly/Lx > 2 = One way slab system
Ly/Lx < 2 = Two way slab system
Columns
Beam self-weight = Beam size x Density of reinforced concrete x Length
Slab dead load = Thickness x density of RC (UBBL) x Tributary area
Slab live load = Live load (Room live load factor - UBBL) x Tributary area
Brick wall dead load = Wall height x Wall thickness x Density of bricks (UBBL) x Length
Column self-weight = Width x Length x Height x Density of RC (UBBL)
Beams
Beam self-weight = Beam size x Density of reinforced concrete
Slab dead load = Thickness x density of RC (UBBL) x Lx/2 (for trapezoids)
= Thickness x density of RC (UBBL) x Lx/2 x 2/3 (for triangles)
Slab live load = Live load (Room live load factor - UBBL) x Lx/2 (for Trapezoids)
= Live load (Room live load factor - UBBL) x Lx/2 x 2/3 (for Triangles)
Brick wall dead load = Wall height x Wall thickness x Density of bricks (UBBL)

6. UBBL Specifications
Live Load
Bedroom = 1.5 kN/m2
Living Room = 4.0 kN/m2
Dining Room = 2.0 kN/m2
Kitchen = 3.0 kN/m2
Corridor = 4.0 kN/m2
Bathroom = 2.0 kN/m2
Study Room = 1.5 kN/m2
Family Area = 2.0 kN/m2
Store Room = 2.5 kN/m2
Dead Load (Structural Materials)
Reinforced Concrete Density = 24kN/m3
Brick Density = 19kN/m3
.

7. 2.0
Architectural Plans

8. 2.1 Architectural Plan: Ground Floor
(not to scale)

9. 2.2 Architectural Plan: First Floor
(not to scale)

10. 2.1 Architectural Plan: Roof
(not to scale)

11. 3.0
Structural Plans
3.1 Structural Plan: Ground Floor

12. (not to scale)
3.1 Structural Plan: First Floor

13. (not to scale)
3.1 Structural Plan: Roof

14. (not to scale)

15. 4.0
Load Distribution
Plans
4.1 Load Distribution Plan: Ground Floor

16. (not to scale)
4.1 Load Distribution Plan: First Floor

17. (not to scale)

18. 5.0 Structural Model

20. 6.0
Beam Analysis

22. Liew Jin

23. Ong Euxuan

24. Ricco Soh Zheng Wei

25. 7.0
Column Analysis

26. Liew Jin

27. Ong Euxuan

28. Ricco Soh Zheng Wei

29. 8.0 Conclusion
By the end of this project, we have come to understand the concept of these structural systems.
We are able to identify these structural components based on evidence. We have gained
understanding and knowledge on the load distribution paths and structural framings of a
building structure.
We learned to identify critical structural members, as well as analyse them. We also learned to
quantify the amount of load acting on beams and columns.