SCHOOL OF ARCHITECTURE, BUILDING AND DESIGN BACHELOR OF SCIENCE (HONS) ARCHITECTURE
BUILDING STRUCTURES (ARC 2523) PROJECT TWO: EXTENSION OF A R.C BUNGALOW
TUTOR: MS. ANN SEE PENG
GROUP MEMBERS: ALEXANDER CHUNG EVELYN SINUGROHO HIEW E YANG LEONG HUIYI LING YUAN MING LIM CHOON WAH WONG TENG CHUN
1003A78541 0318217 0317737 0319280 0318758 0311265 0318538
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TABLE OF CONTENTS 1.0 INTRODUCTION TO CASE STUDY
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2.0 ARCHITECTURAL FLOOR PLANS 2.1 2.2 2.3 2.4
GROUND FLOOR PLAN FIRST FLOOR PLAN QUANTITY OF DEAD LOADS ACTING ON STRUCTURE QUANTITY OF LIVE LOADS ACTING ON STRUCTURE
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3.0 ARCHITECTURAL PERSPECTIVES 3.1 3.2
3D ARCHITECTURAL VIEW 3D STRUCTURAL VIEW
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4.0 STRUCTURAL PLANS 4.1 4.2 4.3
GROUND FLOOR STRUCTURAL PLAN FIRST FLOOR STRUCTURAL PLAN ROOF STRUCTURAL PLAN
5.0 LOAD DISTRIBUTION DIAGRAM 5.1 5.2
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GROUND FLOOR AND ROOF PLAN (WITHOUT CALCULATIONS) FIRST FLOOR PLAN (WITH CALCULATIONS)
6.0 TRIBUTARY AREA
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7.0 ASSIGNING INDIVIDUAL COMPONENTS
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1.0 INTRODUCTION TO CASE STUDY Initially, we proposed a bungalow from one of our group member’s dad’s office, but eventually the first building did not fit the criteria as it is too small and has fewer columns and beams. After many times of brainstorming and searching for buildings that suit our requirement for building structure, we finally found a bungalow which is located in China. The total area of this bungalow is 389.36 m2. It consists of 1 master bedroom, 3 bedrooms, wet and dry kitchen, toilet, closet and car porch.
After notifying our tutor, Ms Ann, we did some modification, adding some beams and columns to evenly distribute among our 7 member so that each of us has 6 beams and 4 columns. The material for the wall is brick, the ceiling and floor is made out of concrete slab, the columns and beams also made up of concrete.
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2.0 ARCHITECTURAL FLOOR PLANS 2.1 GROUND FLOOR PLAN
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2.2 FIRST FLOOR PLAN
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2.3 QUANTITY OF DEAD LOADS ACTING ON STRUCTURE GROUND FLOOR CAR PORCH Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
DINING ROOM Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
TOILET Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
LIVING ROOM Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
VISITOR ROOM Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
CLOSET Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
DRY & WET KITCHEN Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
BEDROOM Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³
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FIRST FLOOR BALCONY Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³ STUDY ROOM Slab Thickness = 150mm Slab self-weight = 0.15m x 24 kN/m³ = 3.6 kN/m³ ROOF Slab Thickness = 180mm Slab self-weight = 0.18m x 24 kN/m³ = 4.32 kN/m³ BRICK WALL = wall height x thickness x density = 3.0m x 0.15m x 19 kN/m³ = 8.55 kN/m³
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2.4 QUANTITY OF LIVE LOADS ACTING ON STRUCTURE (based on 4th Schedule of UBBL 1984)
GROUND FLOOR CAR PORCH
2.5 kN/m²
TOILET
1.5 kN/m²
VISITOR ROOM
1.5 kN/m²
DRY KITCHEN
1.5 kN/m²
WET KITCHEN
1.5 kN/m²
DINING ROOM
1.5 kN/m²
LIVING ROOM
1.5 kN/m²
CLOSET
1.5 kN/m²
BEDROOM
1.5 kN/m²
FIRST FLOOR BALCONY
1.5 kN/m²
STUDY ROOM
1.5 kN/m²
MASTER BEDROOM
1.5 kN/m²
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3.0 ARCHITECTURAL PERSPECTIVES
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4.0 STRUCTURAL FLOOR PLANS 4.1 GROUND FLOOR STRUCTURAL PLAN
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4.2 FIRST FLOOR STRUCTURAL PLAN
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4.3 ROOF STRUCTURAL PLAN
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5.0 LOAD DISTRIBUTION DIAGRAM 5.1 GROUND FLOOR AND ROOF PLAN (WITHOUT CALCULATIONS) Identify One Way or Two Way Slab Ly = Longer side of slab Lx = Shorter side of slab Ly/Lx ≥ 2, One way Slab Ly/Lx < 2, Two way Slab
Ly
Slab H-G/3-5:
4.2/1.7 = 2.47 which is > 2, thus is one way slab
Slab G-F/2-5:
4.8/2.5 = 1.92 which is < 2, thus is two way slab
Lx
Figure 5.1a: Ground Floor Plan with identifications of one or two way slab
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Slab H-F/5-6:
4.2/2.4 = 1.75 which is < 2, thus is two way slab
Slab I-F/6-8: 6.0/6.0 = 1 which is < 2, thus is two way slab Slab F-E/1-2:
2.2/2.0 = 1.1 which is < 2, thus is two way slab
Slab F-E/2-5:
4.8/2.2 = 2.18 which is > 2, thus is one way slab
Slab E-D/1-5:
6.8/1.3 = 5.23 which is > 2, thus is one way slab
Slab F-D/5-7:
6.0/3.5 = 1.71 which is < 2, thus is two way slab
Slab F-E/7-8:
2.4/2.2 = 1.09 which is < 2, thus is two way slab
Slab F-E/8-9:
2.2/1.5 = 1.47 which is < 2, thus is two way slab
Slab E-D/7-10:
6.9/1.3 = 5.31 which is > 2, thus is one way slab
Slab D-C/3-5:
4.2/3.2 = 1.31 which is < 2, thus is two way slab
Slab D-C/5-7:
6.0/3.2 = 1.88 which is < 2, thus is two way slab
Slab D-C/7-10:
6.9/3.2 = 2.16 which is > 2, thus is one way slab
Slab C-A/4-8:
11.4/2.7 = 4.22 which is > 2, thus is one way slab
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Figure 5.1b: Roof Plan with identifications of one or two way slab
Slab H-G/3-6: 6.6/1.7 = 3.88 which is > 2, thus is one way slab Slab G-F/2-6: 7.2/2.5 = 2.88 which is > 2, thus is one way slab Slab I-F/6-8: 6.0/6.0 = 1 which is < 2, thus is two way slab Slab F-D/1-5: 6.8/3.5 = 1.94 which is < 2, thus is two way slab Slab F-D/5-7: 6.0/3.5 = 1.71 which is < 2, thus is two way slab Slab F-D/7-9: 3.9/3.5 = 1.11 which is < 2, thus is two way slab Slab D-C/3-5: 4.2/3.2 = 1.31 which is < 2, thus is two way slab Slab C-B/4-5: 3.0/2.5 = 1.2 which is < 2, thus is two way slab Slab B-A/4-5: 3.0/2.0 = 1.5 which is < 2, thus is two way slab Slab D-A/5-7: 7.7/6.0 = 1.28 which is < 2, thus is two way slab Slab D-C/7-9: 3.9/3.2 = 1.22 which is < 2, thus is two way slab Slab C-B/7-8: 2.5/2.4 = 1.04 which is < 2, thus is two way slab Slab B-A/7-8: 2.4/2.0 = 1.2 which is < 2, thus is two way slab Slab E-C/9-10: 4.5/3.0 = 1.5 which is < 2, thus is two way slab
5.2 FIRST FLOOR PLAN (WITH CALCULATIONS)
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Figure 5.2a: First Floor Plan with identifications of one or two way slab
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1.0 TRIBUTARY AREA
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