bstruc project 2

1. SCHOOL OF ARCHITECTURE, BUILDING & DESIGN
Bachelor of Science (Honors) in Architecture
Building Structures (ARC 2522/2523)
Project 2 Structural Analysis of a Bungalow
Chan Jia Xin 0319565
Tan Sheau Hui 0319235
Wong Kai Chiang 0323341
Tutor : Pn. Norita

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Table of Contents
1.0 Introduction to Project 3
2.0 Structural 3D Drawing 4-5
2.1 Perspective 4
2.2 Isono 5
3.0 Architectural Plans 6-8
3.1 Ground Floor Plan 6
3.2 First Floor Plan 7
3.3 Roof Plan 8
4.0 Design Brief 9
5.0 Structural Plans 10-14
5.1 Foundation Plan 10
5.2 Ground Floor Structural Plan 11
5.3 Ground Floor Roof Structural Plan 12
5.4 First Floor Structural Plan 13
5.5 First Floor Roof Structural Plan 14
6.0 Load Distribution Diagram 15-16
6.1 Ground Floor Plan 15
6.2 First Floor Plan 16
7.0 Tributary Area 17-20
7.1 Ground Floor Plan 17
7.2 Ground Floor Roof Plan 18
7.3 First Floor Plan 19
7.4 First Floor Roof Plan 20
8.0 Individual Components 21-26

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8.1 Beams 21-22
8.2 Columns 23-26
1.0 Introduction to Project
In this project, a group of three members need to design a simple bungalow
by combining two different shapes from the given brief and analyse different type of
beams and columns individually. This project involves structural theory, force
calculation and basic structural proposal. Demonstration of knowledge and
understanding of building structure is the purpose for this project.
To design a two-storey high bungalow, we had chosen the two shape shown
below as a combination to create an interesting floor plan.
Ground floor

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2.0 Structural 3D Drawing
2.1 Perspective
First floor

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2.0 Structural 3D Drawing
2.2 Isono

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3.0 Architectural Plans
3.1 Ground Floor Plan

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Ground Floor Plan
Scale 1:150
3.0 Architectural Plans
3.2 First Floor Plan

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First Floor Plan
Scale 1:150
3.0 Architectural Plans
3.3 Roof Plan

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Roof Plan
Scale 1:150
4.0 Design Brief
Quantity Live Loads Acting on
Structure
Living Area : 1.0kN/m2
Stairs : 1.5kN/m2
Storeroom : 1.5kN/m2
Bedroom : 1.5kN/m2
Study Room : 1.5kN/m2
Dining Room : 1.5kN/m2
Kitchen : 3.0kN/m2
Toilet : 2.0kN/m2
Quantify Dead Loads Acting On
Structure
Slab self-weight
= 0.15m x 24kN/m3
= 3.6kN/m2
Brick wall self-weight
= Wall thickness x Wall Height x Density
= 0.15m x 3.0m x 19N/m3
= 8.55kN/m
Primary Beam self-weight
= Beam size x Concrete density

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5.0 Structural Plans
5.1 Foundation Plan

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Foundation Structural Plan
Scale 1:150
5.0 Structural Plans
5.2 Ground Floor Structural Plan

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Ground Floor Structural Plan
Scale 1:150
5.0 Structural Plans
5.3 Ground Floor Roof Structural Plan

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Ground Floor Roof Structural
Plan
Scale 1:150
5.0 Structural Plans
5.4 First Floor Structural Plan

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First Floor Structural
Plan
Scale 1:150

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5.0 Structural Plans
5.5 First Floor Roof Structural Plan
First Floor Roof Structural Plan

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Scale 1:150
6.0 Load Distribution Diagram
6.1 Ground Floor Plan

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Ground Floor Plan
Scale 1:150
6.0 Load Distribution Diagram
6.2 First Floor Plan

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First Floor Plan
Scale 1:150
7.0 TributaryArea
7.1 Ground Floor Plan

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7.0 TributaryArea
7.2 Ground Floor Roof Plan
Ground Floor Plan
Scale 1:150

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7.0 TributaryArea
7.3 First Floor Plan
Ground Floor Roof Plan
Scale 1:150

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7.0 TributaryArea
7.3 First Floor Roof Plan
First Floor Plan
Scale 1:150

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8.0 Individual Components
8.1 Beams
8.1.1 Ground Floor
First Floor Roof Plan
Scale 1:150

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8.0 Individual Components
8.1 Beams
8.1.2 First Floor

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8.0 Individual Components
8.2 Columns
8.2.1 Ground Floor

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8.0 Individual Components
8.2 Columns
8.2.2 Ground Floor Roof

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8.0 Individual Components
8.2 Columns
8.2.3 First Floor

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8.0 Individual Components
8.2 Columns
8.2.4 First Floor Roof