SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Research Unit for Modern Architecture Studies in Southeast Asia Bachelor of Science (Honours)

(Architecture)

Building Structures (ARC 2522/2523)

Project 2: Structural Analysis of a Bungalow

Group members:

Maximilian Lim Jake-Yang 0319604

Nge Jia Chen 0317738

Lee Czen Shing 0317832

Tutor: Ms. Ann See Peng

Table of Contents

1.0 Introduction to Bungalow

2.0 Architectural Plans2.01 Ground Floor Plan2.02 First Floor Plan2.03 Roof Plan

3.0 Quantity Life and Dead Loads Acting on Structure (Design Brief)

4.0 Structural Plans4.01 Ground Floor Plan4.02 First Floor Plan4.03 Roof Plan

5.0 Load Distribution Diagram5.01 Ground Floor Plan5.02 First Floor Plan5.03 Roof Plan

6.0 Tributary Diagrams6.01 Ground Floor Plan6.02 First Floor Plan6.03 Roof Plan

7.0 Individual Components

1.0 Introduction to Bungalow

In this project, we were required to design a 2-story bungalow which consist of the following components:1) 1 master bedroom with attached bathroom2) Minimum 3 bedrooms3) 2 bathrooms4) Kitchen5) Living hall6) Dining area7) 1 store room.

We then had to carry out structural framing and prepare necessary structural drawings for the bungalow. Structural theory is involved in this project which includes force calculation and basic structural proposal. This project is designed to enable us to test our knowledge and understanding of building structure.

3D Model of Structural Framing of House

2.0 Architectural plans

3.0. Design Brief

Assumptions on dead loads acting on structure

a) Slab self-weight= 0.15 x 24kN/m3

=3.6kN/m2

b) Brick wall self-weight= Wall thickness x Wall height x Brick wall density= 0.15m x 3m x 19N/m3

= 8.55kN/mc) Primary Beam self-weight

= Beam size x Concrete density= 0.2m x 0.3m x 24kN/m3

= 1.44kN/md) Secondary Beam self-weight

= 0.1m x 0.2m x 24kN/m3

= 0.48kN/me) Column self-weight

= Column size x Concrete Density= 0.225m x 0.225m x 24kN/m3 x 3m= 3.645kN

Assumptions on live loads acting on structure

a) Bedroom :1.5 kN/m2

b) Living room : 4.0 kN/m2

c) Dining room :2.0 kN/m2

d) Kitchen :2.0 kN/m2

e) Corridor :4.0 kN/m2

f) Bathroom :2.0 kN/m2

g) Study Room :1.5 kN/m2

h) Car Porch :2.0 kN/m2

i) Stairs :1.5 kN/m2

j) Family Area :2.0 kN/m2

- All other areas not mentioned above will be assumed as 1.5 kN/m2- Live load for roof is taken as 0.5kN/m2 and 1.0kN/m2 as dead load

(According to UBBL 1984, 4th schedule based on function of spaces.)

Attached below is a segment from the UBBL 1984, 4th Schedule:

4.0. Structural Plans

5.0. Load distribution diagrams

6.0. Tributary diagrams:

7.0. Individual Components:

Nge Jia Chen:

Maximilian Lim:

Lee Czen Shing:

Ground Floor Roof Level

1st Floor