Skeleton Design of a R.C. Building

1. Building Structures (BLD 60103)
Assignment – Skeleton Design of a R.C.
Building
Tutor: Ms. Ann See Peng
Group Members:
Alexandra Go 0325342
How Seng Guan 1007P73021
Jacky Ting 0325286
Lee Suk Fang 0323293
Lee Wan Xuan 0325273
Tan Chin Yin 0320080

2. 1BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
Table of Contents
1 Introduction 2
2 Architectural Drawings
2.1 Ground Floor Plan 3
2.2 First Floor Plan 4
2.3 Roof Plan 5
3 Structural Plans
3.1 Ground Floor Foundation Plan 6
3.2 First Floor Foundation Plan 7
3.3 Ground Floor Structural Plan 8
3.4 First Floor Structural Plan 9
3.5 Roof Structural Plan 10
4 Design Brief 11-12
5 Load Distribution Diagram
5.1 Ground Floor 13
5.2 First Floor 14
6 Tributary Area Diagram
6.1 Ground Floor 15
6.2 First Floor 16
6.3 Roof Level 17
7 Individual Component 18
8 Beam and Column Analysis
8.1 Alexandra Go 19-32
8.2 How Seng Guan 33-46
8.3 Jacky Ting 47-57
8.4 Lee Suk Fang 58-68
8.5 Lee Wan Xuan 69-78
8.6 Tan Chin Yin 79-89

3. 2BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
The project required for groups of 6 to acquire architectural plans from a existing
two storey buildings to conduct a study based on the overall structural elements of
the building. Our finding are to be presented through a complete documentation
of the structural system inclusive of calculation for the load distribution.
Individually, each of us are tasked to select 4 beams and 2 columns to analyze the
load distribution, bending moment and shear force applied in the mentioned
structural elements.
For this case study, we have chosen is a two storey bungalow located at Johor
Bahru. The bungalow is owned by Horizon Hill Development Sdn. Bhd. and
designed by KSKA Arkitek Sdn. Bhd.
Spatial program for the bungalow consist of 6 bedrooms (inclusive of one master
bedroom and a maid room), a kitchen, a living room, a family room, two kitchens
(dry and wet), four bathrooms, a toilet, and an entertainment foyer.
A study and analysis in the architectural plans of the house was carried out to plot
out the structural plans indicating the position of columns, beams, and slab, and
also the load distribution diagrams and tributary area diagrams. Once the
structural plans had been finalized, we then proceeded with analyzing the load
distribution, shear force and bending moment of the structure.
Introduction1

4. 3BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
2.1 Ground Floor Plan
Architectural Drawings2

5. 4BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
2.2 First Floor Plan
Architectural Drawings2

6. 5BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
2.3 Roof Plan
Architectural Drawings23

7. 6BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
3.1 Ground Floor Foundation Plan
Structural Plans3

8. 7BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
3.2 Ground Floor Structural Plan
Structural Plans3

9. 8BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
3.3 First Floor Foundation Plan
Structural Plans3

10. 9BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
3.4 First Floor Structural Plan
Structural Plans3

11. 10BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
3.5 Roof Structural Plan
Structural Plans3

12. 11BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
Structural Members Specifications
Structural Member Material Dimension (mm)
Beam Concrete 200 x 350 (width x thickness)
Wall Brick 110 x 3650 (thickness x height)
Slab Concrete 200 (thickness)
Column Concrete 150 x 320 x 3650
(width x length x height)
Density of Material (following UBBL)
1. Reinforced concrete = 24kN/m3
2. Brick wall = 19kN/m3
Live Load Assumed (following UBBL)
Residential = 2kN/m2
Design Brief4

13. 12BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
Quantify Dead Loads Acting On Structure
Slab Self Weight = 0.2m x 24kN/m3
= 4.8kN/m2
Brick Wall Self Weight = 0.11m x 3.65m x 19kN/m3
= 7.6285kN/m
Beam Self Weight = 0.2m x 0.35m x 24kN/m3
= 1.68kN/m
Column Self Weight = 0.15m x 0.32m x 3.65m x 24kN/m3
= 4.2048kN
Design Brief4

14. 13BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
5.1 Ground Floor
Load Distribution Diagram5

15. 14BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
5.2 First Floor
Load Distribution Diagram5

16. 15BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
6.1 Ground Floor
Tributary Area Diagram6

17. 16BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
6.2 First Floor
Tributary Area Diagram6

18. 17BUILDING STRUCTURE: SKELETON DESIGN OF A R.C. BUILDING
6.3 Roof Level
Tributary Area Diagram6

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Individual Component7 Individual Component7

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8.1 Alexandra Go
Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8 Beam and Column Analysis8

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Beam and Column Analysis8

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8.2 How Seng Guan
Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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Beam and Column Analysis8

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8.3 Jacky Ting
Beam and Column Analysis8

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8.4 Lee Suk Fang
Beam and Column Analysis8

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8.5 Lee Wan Xuan
Beam and Column Analysis8

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Beam and Column Analysis88 Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis8 Beam and Column Analysis

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