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SCHOOL OF ARCHITECTURE, BUILDING AND DESIGN
BACHELOR OF SCIENCE (HONOURS) IN ARCHITECTURE
BUILDING STRUCTURE (ARC2522/2523)
PROJECT 2
STRUCTURAL ANALYSIS OF A BUNGALOW
DATE : 28TH
NOVEMBER 2016
GROUP MEMBERS
DARSHIINI VIG 0319359
FONG TZE YING 0324073
NUR SYARIANNA NEO 0318236
TUTOR
MS ANN SEE PENG
TABLE OF CONTENT
1.0 INTRODUCTION TO BUILDING
2.0 ARCHITECTURAL PLAN DRAWINGS & LIVE LOAD PLAN
- GROUND FLOOR PLAN
- FIRST FLOOR PLAN
- ROOF PLAN
3.0 QUANTITY LIVE & DEAD LOADS ACTING ON STRUCTURE
4.0 STRUCTURAL PLANS
- FOUNDATION PLAN
- GROUND FLOOR
- FIRSTFLOOR PLAN
- ROOF PLAN
5.0 3D MODEL PERSPECTIVE
6.0 LOAD DISTRIBUTION DIAGRAM
- GROUND FLOOR
- FIRST FLOOR PLAN
- ROOF PLAN
7.0 TRIBUTARY AREA
- GROUND FLOOR
- FIRST FLOOR PLAN
- ROOF PLAN
8.0 INDIVIDUAL COMPONENTS
1.0 INTRODUCTION
In this project, we are required to carry out a structural framing and prepare
structure drawings of a bungalow. This project is an intergrade component where
it involves structural theory, force calculation and basic structural proposal. This
project is design to allow the demonstration and the understand knowledge of
building structure.
Hence, the bungalow created is derived from the project brief with existing floor
plan given and we are to construct into a bungalow with calculations of beams,
columns and slabs.
2.0 ARCHITECTURAL PLAN DRAWINGS & LIVE LOAD PLAN
GROUND FLOOR PLAN
Scale 1 : 150
GROUND FLOOR LIVE LOAD PLAN
Scale 1 : 150
FIRST FLOOR PLAN
Scale 1 : 150
FIRST FLOOR LIVE LOAD PLAN
Scale 1 : 150
ROOF PLAN
Scale 1 : 150
3.0 QUANTITY LIFE & DEAD LOADS ACTING ON
STRUCTURE
Quantify Dead Loads Acting On Structure
Slab Self-Weight
=0.15 x 24kN/m3
=3.6kN/m2
Brick Wall Self-Weight
=Wall Thickness x Wall Height x Density
=0.15 x 3000mm x 19kN/m3
=8.55kN/m2
Beam Self-Weight
=Beam Size x Concrete Density
=0.2m x 0.3m x 24kN/m3
=1.44kN/m2
Column Self-Weight
=Column Size x Concrete Density
=0.2m x0.2m x 3m x 24kN/m3
=2.88kN
Quantity Live Loads Acting on Structure
Residential : 1.5kN/m2
Bedroom : 1.5kN/m2
Living Room : 4.0kN/m2
Dining Room : 2.0kN/m2
Kitchen :3.0kN/m2
Storeroom : 2.5kN/m2
Balcony : 1.5kN/m2
Corridor :4.0kN/m2
Toilet : 2.0kN/m2
Study Room :1.5kN/m2
Car Porch :2.0kN/m2
Stairs :1.5kN/m2
Family Area : 2.0kN/m2
4.0 STRUCTURAL PLANS
FOUNDATION PLAN
Scale 1 : 150
GROUND FLOOR PLAN
Scale 1 : 150
FIRST FLOOR PLAN
Scale 1 : 150
5.0 3D MODEL PERSPECTIVE
6.0 LOAD DISTRIBUTION DIAGRAM
GROUND FLOOR PLAN
Scale 1 : 150
FIRST FLOOR PLAN
Scale 1 : 150
ROOF PLAN
Scale 1 : 150
7.0 TRIBUTARY AREA
GROUND FLOOR PLAN
Scale 1 : 150
FIRST FLOOR PLAN
Scale 1 : 150
ROOF PLAN
Scale 1 : 150
8.0 INDIVIDUAL COMPONENTS
NUR SYARIANNA NEO 0318236
DARSHIINI VIG 0319359
FONG TZE YING 0324073
BUILDING STRUCTURE PROJECT 2 OFFICIAL REPORT

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BUILDING STRUCTURE PROJECT 2 OFFICIAL REPORT

  • 1. SCHOOL OF ARCHITECTURE, BUILDING AND DESIGN BACHELOR OF SCIENCE (HONOURS) IN ARCHITECTURE BUILDING STRUCTURE (ARC2522/2523) PROJECT 2 STRUCTURAL ANALYSIS OF A BUNGALOW DATE : 28TH NOVEMBER 2016 GROUP MEMBERS DARSHIINI VIG 0319359 FONG TZE YING 0324073 NUR SYARIANNA NEO 0318236 TUTOR MS ANN SEE PENG
  • 2. TABLE OF CONTENT 1.0 INTRODUCTION TO BUILDING 2.0 ARCHITECTURAL PLAN DRAWINGS & LIVE LOAD PLAN - GROUND FLOOR PLAN - FIRST FLOOR PLAN - ROOF PLAN 3.0 QUANTITY LIVE & DEAD LOADS ACTING ON STRUCTURE 4.0 STRUCTURAL PLANS - FOUNDATION PLAN - GROUND FLOOR - FIRSTFLOOR PLAN - ROOF PLAN 5.0 3D MODEL PERSPECTIVE 6.0 LOAD DISTRIBUTION DIAGRAM - GROUND FLOOR - FIRST FLOOR PLAN - ROOF PLAN 7.0 TRIBUTARY AREA - GROUND FLOOR - FIRST FLOOR PLAN - ROOF PLAN 8.0 INDIVIDUAL COMPONENTS
  • 3. 1.0 INTRODUCTION In this project, we are required to carry out a structural framing and prepare structure drawings of a bungalow. This project is an intergrade component where it involves structural theory, force calculation and basic structural proposal. This project is design to allow the demonstration and the understand knowledge of building structure. Hence, the bungalow created is derived from the project brief with existing floor plan given and we are to construct into a bungalow with calculations of beams, columns and slabs.
  • 4. 2.0 ARCHITECTURAL PLAN DRAWINGS & LIVE LOAD PLAN GROUND FLOOR PLAN Scale 1 : 150
  • 5. GROUND FLOOR LIVE LOAD PLAN Scale 1 : 150
  • 7. FIRST FLOOR LIVE LOAD PLAN Scale 1 : 150
  • 9. 3.0 QUANTITY LIFE & DEAD LOADS ACTING ON STRUCTURE Quantify Dead Loads Acting On Structure Slab Self-Weight =0.15 x 24kN/m3 =3.6kN/m2 Brick Wall Self-Weight =Wall Thickness x Wall Height x Density =0.15 x 3000mm x 19kN/m3 =8.55kN/m2 Beam Self-Weight =Beam Size x Concrete Density =0.2m x 0.3m x 24kN/m3 =1.44kN/m2 Column Self-Weight =Column Size x Concrete Density =0.2m x0.2m x 3m x 24kN/m3 =2.88kN Quantity Live Loads Acting on Structure Residential : 1.5kN/m2 Bedroom : 1.5kN/m2 Living Room : 4.0kN/m2 Dining Room : 2.0kN/m2 Kitchen :3.0kN/m2 Storeroom : 2.5kN/m2 Balcony : 1.5kN/m2 Corridor :4.0kN/m2 Toilet : 2.0kN/m2 Study Room :1.5kN/m2 Car Porch :2.0kN/m2 Stairs :1.5kN/m2 Family Area : 2.0kN/m2
  • 10. 4.0 STRUCTURAL PLANS FOUNDATION PLAN Scale 1 : 150
  • 13. 5.0 3D MODEL PERSPECTIVE
  • 14. 6.0 LOAD DISTRIBUTION DIAGRAM GROUND FLOOR PLAN Scale 1 : 150
  • 17. 7.0 TRIBUTARY AREA GROUND FLOOR PLAN Scale 1 : 150
  • 21. NUR SYARIANNA NEO 0318236
  • 23.
  • 24. FONG TZE YING 0324073