1. NAME STUDENT ID
MAYBELLE WANG SZE KHER 0327553
MOHAMED HAROON FALEEL 0322197
PAVITHRA RAMAKRISHNARAO 0329126
NURAFIQAH BTE HAJI ABD ZARIFUL 0321196
TAN JER RICK 0327403
WENDY TEO SIEW YEN 0328242
SCHOOL OF ARCHITECTURE, BUILD AND DESIGN
BACHELOR OF QUANTITY SURVEYING (HONOURS)
STRUCTURES (BLD61203)
STRUCTURAL ANALYSIS OF A RC BUNGALOW
DATE OF SUBMISSION : 30TH NOVEMBER 2018
8. 1.1 Brief Description
1.1.2 Location
1.1.3 Usage
1.2 Floor Plans
1.2.1 Ground Floor Plan
1.2.2 Roof Plan
1.3 Design Brief
1.4 Structural Plans
1.4.1 Foundation Plan
1.4.2 Structural Ground Floor Plan
1.4.3 Structural Roof Plan
1.4.4 Slab Load Distribution Plan
2.1 Beam Analysis Report
2.1.1 Maybelle Wang Sze Kher
2.1.2 Mohamed Haroon
2.1.3 Pavithra
2.1.4 Nurafiqah Zariful
2.1.5 Tan Jer Rick
2.1.6 Wendy Teo Siew Yen
2.2 Column Analysis Report
2.1.1 Maybelle Wang Sze Kher
2.1.2 Mohamed Haroon
2.1.3 Pavithra
2.1.4 Nurafiqah Zariful
2.1.5 Tan Jer Rick
2.1.6 Wendy Teo Siew Yen
TABLE OF CONTENT
9. BRIEF DESCRIPTION
LOCATION
Subang Heights, Subang Jaya, Selangor
This bungalow land is Freehold, located in
Gated guarded community with 24 Hour
Security
AMENITIES
This Bungalow, an approximate of __sq. ft.
consist of fully-functional facility and amenities
such as :
- 4 Bedrooms;
including 2 Guests Room & 1 Maid
Room
- Dining Area
- Spacy Living Room with a Bar Area
- Entertainment Room
- Utility Areas (Laundry, Store, Bathroom)
- Dry & Wet Kitchen
12. DESIGN BRIEF
Dead Loads of Structure (Constant)
Density of Concrete = 24 kN/m3
Density of Brick = 19 kN/m3
(According to UBBL)
Dead Load Factor = 1.4
Structure Self-weight Calculation
Concrete beam self-weight Cross-sectional area
= width x height of the beam
= 0.15m x 0.3m
= 0.045m2
Beam self-weight per meter length
= cross-sectional area x density of concrete
= 0.045 m2 x 24 kN/m3
= 1.08 kN/m
Brick wall self weight Wall self-weight per meter length
= thickness x height x density of brick wall
= 0.15 m x 3.5 m x 19 kN/m
= 9.98 kN/m
Floor slab self weight Floor slab self-weight per meter square
= slab thickness x density of conrcrete
= 0.15 m x 24 kN/m3
= 3.6 kN/m2
Live Loads of Rooms according to its function (Constant)
Live Load Factor = 1.6
Room
Live Load per m2 Area
(kN/m2)
Bedroom 1.5
Dining Area 2
Living Area 2
Bathroom 2
Kitchen 3
Store 2
Laundry 2
Entertainment Room 2
13. Assumptions:
1. Concrete grade: 35N/mm2
2. Reinforcement bar: 460N/mm2
, high tensile strength
3. Column stump height = 300mm
