structure report
TRANSCRIPT
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
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
17
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
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