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Structure report

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BUILDING STRUCTURES [ARC 2522/2523] Project 2 : Extension of a R.C. Bungalow Ch’ng Xing Yue 0310425 Elaine Bong Poh Hui 0310432 Fam Li Kian 0310639 Goh Chin Zhi 0314562 Hiew Yen Nee 0314212 Lau Ee Tian 0309596 Leong Carmen 0314953 Wesley Hew Xin Han 0307585
Transcript
Page 1: Structure report

BUILDING STRUCTURES

[ARC 2522/2523]

Project 2 : Extension of a R.C.

Bungalow

Ch’ng Xing Yue 0310425

Elaine Bong Poh Hui 0310432

Fam Li Kian 0310639

Goh Chin Zhi 0314562

Hiew Yen Nee 0314212

Lau Ee Tian 0309596

Leong Carmen 0314953

Wesley Hew Xin Han 0307585

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CONTENT1. Case Study:

i. Introduction ii. Floor Plansiii. Elevationsiv. 3D Model / Perspective

2. Structural Plans:i. Foundation Planii. Ground Floor Planiii. First Floor Planiv. Roof Planv. 3D Model / Perspective

3. Individual Proposal:i. Ch’ng Xing Yue & Wesley Hew

a. Design Proposalb. Floor Plansc. Analysis of Beams and Columns

ii. Hiew Yen Nee & Lau Ee Tiana. Design Proposalb. Floor Plansc. Analysis of Beams and Columns

iii. Elaine Bong & Goh Chin Zhia. Design Proposalb. Floor Plansc. Analysis of Beams and Columns

iv. Fam Li Kian & Leong Carmena. Design Proposalb. Floor Plansc. Analysis of Beams and Columns

PAGE

1-23-56-78

910111213

14

15

16

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Located in Glenmarie Cove, a high-end residential area in Klang, this two-storeys bungalow

is designed by LEOWYC Architect. The responsible interior architect is Essential Design

Integrated with Essential Design Integrated Sdn. Bhd. as its interior consultant. Glenmarie

Cove is easily accessible from Jalan Telok Gong and Pulau Indah Highway where it is

connected to townships such as Botanic town and Bukit Tinggi Town.

The north side of the building is the entranceway, while the south elevation

of the bungalow has a balcony attached to it, with a view facing Sungai Langat. The

building is covered with aluminium claddings and has a flat roof with a skylight on it. The

skylight is directly above the central courtyard that acts as an atrium for the bungalow. The

beams and columns of the building are built with reinforced concrete, suiting the

requirement of the project.

1.1 INTRODUCTION

Page 1

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Central courtyard

Skylight on the roof

Cantilevered balcony facing Sungai Langat

Page 2

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1.2 FLOOR PLANS

GROUND FLOOR PLAN Scale 1:120

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FIRST FLOOR PLAN Scale 1:120

Page 4

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ROOF PLAN Scale 1:120

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1.3 ELEVATIONS

NORTH ELEVATIONScale 1:120

SOUTH ELEVATIONScale 1:120

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EAST ELEVATIONScale 1:120

WEST ELEVATIONScale 1:120

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1.4 3D MODEL

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2.1 FOUNDATION STRUCTURAL PLANS

FOUNDATION STRUCTURAL PLANnts

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GROUND FLOOR STRUCTURAL PLANnts

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2.2 GROUND FLOOR STRUCTURAL PLANS

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FIRST FLOOR STRUCTURAL PLANnts

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2.3 FIRST FLOOR STRUCTURAL PLANS

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ROOF STRUCTURAL PLANnts

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2.4 ROOF STRUCTURAL PLANS

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2.5 STRUCTURAL 3D MODEL

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INDIVIDUAL EXTENSION DESIGN PROPOSAL

Ch’ng Xing Yue &

Wesley Hew Xin Han

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INDIVIDUAL EXTENSION DESIGN PROPOSAL

Hiew Yen Nee&

Lau Ee Tian

Page 15

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INDIVIDUAL EXTENSION DESIGN PROPOSAL

Elaine Bong Poh Hui&

Goh Chin Zhi

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GROUND FLOOR PLAN

FIRST FLOOR PLAN

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GROUND FLOOR LOAD DISTRIBUTION

ROOF PLAN

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ROOF LOAD DISTRIBUTION

FIRST FLOOR LOAD DISTRIBUTION

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GROUND FLOOR STRUCTURAL PLAN

FOUNDATION STRUCTURAL PLAN

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ROOF STRUCTURAL PLAN

FIRST FLOOR STRUCTURAL PLAN

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EXTENSION PROPOSAL 3D MODEL

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INDIVIDUAL EXTENSION DESIGN PROPOSAL

Fam Li Kian&

Leong Carmen

Page 17

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FIRST FLOOR PLAN

GROUND FLOOR PLAN

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FIRST FLOOR EXTENSION PLAN

GROUND FLOOR EXTENSION PLAN

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FIRST FLOOR STRUCTURAL PLAN

GROUND FLOOR STRUCTURAL PLAN

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FIRST FLOOR LOAD DISTRIBUTION

GROUND FLOOR LOAD DISTRIBUTION

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One way/Two way

1. Theatre : 5750/3500 = 1.64 (<2)

2. Terrace : 5750/350 = 1.64 (<2)

3. Music Room : 4500/3500 = 1.28 (<2)

4. Office : 7000/3500 = 2 (=2)

5. Balcony : 4500/1500 = 3 (>2)

3500/3500 = 1 (<2)

4500/3500 = 1.28 (<2)

6. Bedroom Ext. : 4500/2000 = 2.25 (>2)

Deadload

1. Theatre : 0.15 x 24 = 3.6kN/m2

2. Terrace : 0.10 x 24 = 2.4kN/m2

3. Music Room : 0.15 x 24 = 3.6kN/m2

4. Office : 0.15 x 24 = 3.6kN/m2

5. Balcony : 0.10 x 24 = 2.4kN/m2

6. Bedroom : 0.15 x 24 = 3.6kN/m2

Brickwall

1. Ground Floor : 4 x 0.15 x 19 = 11.4kN/m

2. First Floor : 3.5 x 0.15 x 19 = 10kN/m

Beam Self Weight

1. 0.15 Thick : 0.45 x 0.15 x 24 = 1.62kN/m

2. 0.125 Thick : 0.45 x 0.125 x 24 = 1.35kN/m

Live Load

1. Theatre : 2.0kN/m2

2. Terrace : 1.5kN/m2

3. Music Room : 2.0kN/m2

4. Office : 2.0kN/m2

5. Balcony : 1.5kN/m2

6. Bedroom Ext. : 2.0kN/m2


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