This document outlines a group project to analyze the structural components of a residential bungalow. It includes floor plans of the bungalow, assumptions about materials and loads, and assignments dividing the structural analysis among group members. Each group member is assigned specific beams and columns to analyze, including drawing load distribution plans and creating reports on bending moments, shear forces, load estimations, and recommended column sizes. The analysis will evaluate the structural integrity of the beams and columns under assumed dead and live loads.

1. STRUCTURES (BLD61203)
Research Unit for Modern Architecture Studies in Southeast Asia
Structural Analysis of a RC Bungalow
Group project
Bachelor of Quantity Surveying
Group members Student ID
Lee Kah Keith 0331189
Orlando Wong Kueng Khung 0331859
Koay Jing Ting 0327739
Nicholas Wong Chin Khai 0331773
Khairi Fariz 0331177
Muhammad Fareez 0322961
Content
1.Intro
● Location

2. 1
● Usage
- Brief description of the bungalow, Location, usage, and etc
2. Relevant floor plan
● Architectural GF plan
● Architectural Roof plan
● Foundation plan
● Structural GF plan
● Structural Roof plan
3.Design Brief
● Weight of material used and live load assumed
4.Beam Analysis report
● Load Distribution Plan
● Live Load Assumption Table
5.Individual Report (Beam)
● Lee Kah Keith(0331189)
● Orlando Wong Kueng Khung(0331859)
● Koay Jing Ting(0327739)
● Nicholas Wong Chin Khai(0331773)
● Khairi Fariz(0331177)
● Muhammad Fareez(0322961)
-Beam analysis report which consists of:
o Load distribution plans for beam design **indicate live load assumed for each room on floor
plans **live load for roof is taken as 0.5kN/m2
o Load Diagram
o Bending moment diagram
o Shear force diagrams
6.Column analysis report
● Load distribution plan
● Live Load Assumption Table
7.Individual Report (Column)
● Lee Kah Keith (0331189)
● Orlando Wong Kueng Khung(0331859)
● Koay Jing Ting(0327739)
● Nicholas Wong Chin Khai(0331773)
● Khairi Fariz(0331177)
● Muhammad Fareez(0322961)

3. 2
Column analysis report which consists of: (a separator to separate analysis done by different
student)
o Load distribution plans for column design
o Estimation of column load
o Suggested column size
BRIEF DESCRIPTIONOF THE BUNGALOW
Location of the bungalow
Address:No. 56, Jalan BU 4/6, Bandar Utama, 47800 Petaling Jaya, Selangor Darul Ehsan

4. 3
Located at Bandar Utama, this luxurious bungalow is on a large lot in a hot neighbourhood.
From a large living space to the spacious landscaped backyard, offering more than sufficient
space for a family to enjoy.
Five minutes drive will take anyone from this home to the One Utama shopping mall to fuel the
family’s needs and wants. Conveniently, a middle school is located a few blocks North of this
home providing easily accessible education for the children. LRT stations are situated around
the area as well offering plenty of options in terms of destination without breaking the bank.
Situated in a family-friendly neighbourhood, this home is sure to go fast!
USAGE- Residential
A single storey bungalow housing with 244 square metres of living space containing 1 master
bedroom with an attached bathroom, 2 bedrooms, 1 bathroom, an open kitchen and dining area,
a large living area, a laundry room, a meeting lounge, a store room and a study room. This
house can cater a family of 4-5 people comfortable with additional space for pets despite being
a single storey. This would save energy on climbing stairs and is elder-friendly too.
Inspirational photos (NOT TO SCALE)

5. 4
Wall Height of the building: 3.5m high
Living area
A place for relaxing and socializing with your loved ones
Kitchen

6. 5
For all food lovers out there to satisfy your cravings with your own creations
Dining room
Sit back and dine on your favorite home cooked meals or take out of your choice
Bedroom

7. 6
A cozy room for a good night’s sleep
Bathroom
Fit for some sexy time
RELEVANT FLOORPLAN

8. 7
Architectural Floor Plan
Structural Plan ( Foundation)

9. 8
Structural Plan (Ground Floor)

10. 9
All slab thickness to be 150mm unless otherwise stated.
Structural Plan (Flat Roof)

11. 10
All roof slab thickness to be 150mm unless otherwise stated.
DESIGN BRIEF(according to UBBL)
Material used:
Concrete Brick

12. 11
Specific Weight Specific Weight
= 24 kN/m3
= 19 kN/m3
*Dead load factor =1.4
Structure Self weight
Concrete Beam (150mm x 300mm)
=0.15 x 0.30 x 24
1.08kN/m
Brick Wall (3500 mm x 150mm)
=3.5 x 0.15 x 19
9.98kN/m
Floor Slab (150mm thick)
=0.15 x 24
3.60kN/m2
Floor Slab (200mm thick)
=0.2 x 24
4.80kN/m2
Floor Slab (250mm thick)
=0.25 x 24
6.00kN/m2
Roof Slab (150mm thick)
=0.15 x 24
3.60kN/m2
Column (150mm x 150mm)
=0.15 x 0.15 x 24
0.54kN/m
*Live load factor =1.6
Live load (kN/m2
)

13. 12
Living area 1.50
Dining area 2.00
Kitchen 3.00
Bedroom 1.50
Bathroom 2.00
Laundry 3.00
Meeting Lounge 1.50
Study room 1.50
Store room 2.40
Flat Roof 0.50
*Column height
- Height of column stump: 1.000m
- Height of brick wall: 3.500m
- Height of roof beam: 0.300m
*Concrete Strength (concrete grade)
- 35 N/mm²
*Suggested Reinforcement Bars of Column
- 4T20
- 4T16
- 4T12
Recommendation reinforcement size from BS8110, 0.4%Acol ≤ Asc ≤ 6%Acol
12mm diameter = 4π(6)2
/(150x150) x100%
=2.0%
20mm diameter = 4π(10)2
/(150x150) x100%
=5.5%
DESIGN BRIEF
Live Load for Ground Floor

14. 13
Beam Analysis
Load Distribution Plan

15. 14
Beam Analysis

16. 15

17. 16
Orlando Wong Kueng Khung
BEAM
1. (4a/E-F)
2. (E/3-5)
3. (3/D-F)
4. (F/1-4)
5. (F/4-6)

18. 17
Nicholas Wong Chin Khai
BEAM
1. (G-H/8)
2. (G/6-9)
3. (F-H/9)
4. (C/6-9)
5. (A-C/9)

19. 18
Koay Jing Ting
BEAM
1. (1/B-F)
2. (2/B-D)
3. (3/B-D)
4. (4/A-B)
5. (B/1-5)
6. (D/1-3)

20. 19
1. Beam 5A/E-F
2. Beam 5-6/B1
3. Beam 5-6/E
4. Beam 5/A-E
5. Beam 6-9/H

21. 20
KHAIRI FARIZ
BEAM 6 / A - 22
BEAM A - C / 7
BEAM 7 - 4 / A
BEAM A / 9 - 7
BEAM 22 / 6 - 7

22. 21
Muhammad Fareez
Beam
1. (9/C-F)
2. (8/C-F)
3. (6/22-F)
4. (6/F-H)
5. (F/6-9)
Column Analysis
Load Distribution Plan

23. 22
Green - Orlando Wong Kueng Khung
Blue - Nicholas Wong Chin Khai
Yellow - Koay Jing Ting
Brown - Lee Kah Keith
Purple - Khairi Fariz
Red - Muhd Fareez
*only for column