Beam and Column calculation

1. BUILDING STRUCTURES (ARC 2522/2523)
PROJECT 2 EXTENSION OF A. R. C. BUNGALOW
TUTOR: MR. ARDIB
CHAN BOON HAW (0313667)
CHAN PIN QI (0314676)
CHUNG WEI JIN (0313789)
LEE JO YEE (0314880)
LIM YEE QUN (0319121)
LIEW QIAO LI (0315671)
SOO XIAO WEN (0314130)
TE LI THENG (0314198)

2. Table of Content
Introduction to Case Study
Architectural Plans 1: 150
1. Ground Floor Plan
2. First Floor Plan
3. Second Floor Plan
4. Roof Plan
5. Elevations
6. Sections
Structural Plans 1:150
1. Foundation Structural Plan
2. Ground Floor Structural Plan
3. First Floor Structural Plan
4. Second Floor Structural Plan
3D Model Perspectives
Density of Material and Live Load Assumed

3. Introduction to Case Study
The case study we chose is a three storey bungalow located in Subang Heights. It was built up in 2008.

4. Architectural Plan
1. Ground Floor Plan

5. 2. First Floor Plan

6. 3. Second Floor Plan

7. 4. Roof Plan

8. 5. Elevation
FRONT ELEVATION

9. BACK ELEVATION

10. LEFT ELEVATION

11. 6. Section
SECTION A-A

12. SECTION B-B

13. Structural Plan
1. Foundation Structural Plan

14. 2. Ground Floor Structural Plan

15. 3. First Floor Structural Plan

16. 4. Second Floor Structural Plan

17. 3D Model Perspective

18. Density of Material and Live Load Assumed
Density of Material
RC Concrete Density:
24 kN/m
Brick Wall Density:
19kN/m
Thickness of Material
Thickness of Brick Wall:
155mm
Thickness of Floor Slab
150mm

19. Live Load Assumed
A/V Room: 1.92kN/m
Bathroom: 2.0 kN/m
Bedroom: 2.0 kN/m
Dining Room: 2.0 kN/m
Dressing Room: 2.0kN/m
Dry Kitchen: 3.0 kN/m
Family Room: 1.92kN/m
Foyer: 2.0kN/m
Laundry: 3.0kN/m
Living Room: 2.0kN/m
Roof: 0.5kN/m
Stairs: 2.0kN/m
Study Room: 2.0kN/m
Passage: Based on the room passage is leading to.