SCHOOL OF ARCHITECTURE, BUILDING & DESIGNBachelor of Science (Hons) in Architecture

Building Structure (ARC 2522 / 2523)Project 2 : Structural Analysis of Bungalow

Name : Yeow Jinn Sheng 0318797Lynette Law Yong Yi 0317761Hariish Kumar 0318852

Tutor: Ms Ann See Peng

Submission Date: 28 November 2016

Table of Contents

1.0 Introduction2.0 Design Brief3.0 3D Model Perspective4.0 Architectural Plans

4.1 Ground Floor Plan4.2 First Floor Plan4.3 Roof Plan

5.0 Structural Plans5.1 Foundation Plan5.2 Ground Floor Plan5.3 First Floor Plan5.4 Roof Plan

6.0 Load Distribution Diagrams6.1 Ground Floor Plan6.2 First Floor Plan6.3 Roof Plan

7.0 Beam Analysis (Individual Work)7.1 Yeow Jinn Sheng

7.1.1 Roof Plan - F-G10, G-I10, F8-12, G11-12, E6-8, D-G87.2 Lynette Law Yong Yi

7.2.1 First Floor Plan - D3-5, D1-3, E3-4,B-E 3, E4-6, B 1-5, B-E 57.3 Hariish Kumar

7.3.1 Ground Floor Plan - A-E5, A-E6, A-B2, A 2-5, A5-7, B2-58.0 Column Analysis (Individual Work)

8.1 Yeow Jinn Sheng8.1.1 D12, A8, A7

8.2 Lynette Law Yong Yi8.2.1 A7, A8, D12

8.3 Hariish Kumar8.3.1 A5, J7, J9

1.0 Introduction

In this project, we are required to design a 2-storey bungalow which consists of basic spaces programming as below:

1. 1 master bedroom with attached bathroom2. Minimum 3 bedrooms3. 2 bathrooms4. Kitchen5. Living hall6. Dining area7. 1 store room.

This project is an integrated component where it involves structural theories, force calculation and basic structural proposal. It aims to allow student to expose to the demonstration and understanding of building structure.

After the design proposal as a team, we are required to analyse at least 6 beams and 3 columns as our individual works. Throughout the exercise, we are expected to learn about the calculation of different loads such as UDL and PL, and how forces distributed from roof to foundation.

2.0 Design Brief

Structural components:-Beam size : 0.2m x 0.3m-Wall height : 3m-Wall thickness : 0.15m-Slab thickness : 0.15m-Column size : 0.3m x 0.3m

Materials:-Reinforced Concrete density : 24 kN/m2-Brick density : 19 kN/m2

Loads factor (ultimate load calculation):-Live Load: 1.6-Dead Load: 1.4

Live Load for spaces:-Roof : 0.5 kN/m2-Living Room : 2kN/m2-Dining Area: 2kN/m2-Kitchen : 3kN/m2-Bedroom : 1.5kN/m2-Toilet: 2kN/m2-Office: 2.5kN/m2-Gym : 5kN/m2-Storeroom : 2.5kN/m2-Corridor / Walkway : 2kN/m2

Dead Load: -Roof : 1 kN/m2

*Non-dedicated space assumed as walkway*

3.0 3D Model Perspective

4.0 Architectural Plans4.1 Ground Floor Plan

4.2 First Floor Plan

4.3 Roof Plan

5.0 Structural Plans5.1 Foundation Plan

5.2 Ground Floor Plan

5.3 First Floor Plan

5.4 Roof Plan

6.0 Load Distribution Diagram6.1 Ground Floor Plan

6.2 First Floor Plan

6.3 Roof Plan

7.0 Beam Analysis (Individual Work)

7.1 Yeow Jinn Sheng7.1.1 Roof Plan

7.2 Lynette Law Yong Yi7.2.1 First Floor Plan

7.3 Hariish Kumar7.3.1 Ground Floor Plan

8.0 Column Analysis (Individual Work)

8.1 Yeow Jinn Sheng8.1.1 D12,A8,A7

Red dot as analyse column - D12Purple box as tributary area boundary line

Red dot as analyse column - D12Purple box as tributary area boundary line

Red dot as analyse column - D12Purple box as tributary area boundary line

Red dot as analyse column- A8Purple box as tributary area boundary line

Red dot as analyse column - A8Purple box as tributary area boundary line

Red dot as analyse column - A8Purple box as tributary area boundary line

Red dot as analyse column - A7Purple box as tributary area boundary line

Red dot as analyse column - A7Purple box as tributary area boundary line

Red dot as analyse column - A7Purple box tributary area boundary line

8.2 Lynette Law Yong Yi8.2.1 A7, A8, D12

8.3 Hariish Kumar8.3.1 A5, J7, J9