The document is a structural analysis report for a double-storey bungalow conducted by 6 students. It includes architectural drawings of the floor plans, structural drawings, a 3D model, beam and column load analysis, and individual calculations for selected structural elements. The analysis identifies the load distribution for beams and columns on each floor to understand the structural system of the bungalow. Conducting the analysis provided the students experience in analyzing structural components and the basic procedures for structural design.
Mattingly "AI & Prompt Design: The Basics of Prompt Design"
Site Analysis of a Bungalow
1. SCHOOL OF ARCHITECTURE, BUILDING AND DESIGN BACHELOR
OF SCIENCE (HONS) IN ARCHITECTURE
BUILDING STRUCTURE
[ BLD60103 / ARC 2522 ]
PROJECT II: SITE ANALYSIS OF A BUNGALOW
PREPARED BY
KHOO ZER KAI
LAI TZEXIUAN
MICHELLE SIAW WI WEE
OSCAR WONG
TAN JEE KHIUM
TAY JING HENG
0320500
0318056
0325883
0319674
0324827
0325230
TUTOR: MR MOHD ADIB RAMLI
2. TABLE OF CONTENTS
1.0
2.0
3.0
4.0
INTRODUCTION TO PROJECT
DESIGN BRIEF
2.1 CALCULATION FORMULA
2.2 SPECIFICATIONS
ARCHITECTURAL DRAWINGS
3.1 GROUND FLOOR PLAN
3.2 FIRST FLOOR PLAN
3.3 ROOF PLAN
STRUCTURAL DRAWINGS
4.1 GROUND FLOOR PLAN
4.2 FIRST FLOOR PLAN
4.3 ROOF PLAN
BEAM ANALYSIS: LOAD DISTRIBUTION PATH
6.1 GROUND FLOOR PLAN
6.2 FIRST FLOOR PLAN
COLUMN ANALYSIS: LOAD DISTRIBUTION PATH
7.1 GROUND FLOOR PLAN
7.2 FIRST FLOOR PLAN
7.3 ROOF PLAN
INDIVIDUAL CALCULATIONS
8.1 BEAM ANALYSIS
8.2 COLUMN ANALYSIS
CONCLUSION
7.0
8.0
9.0
3D DIGITAL SKELETAL MODEL
5.1 PERSPECTIVE 3D VIEWS
5.2 SKELETAL FRAMING STRUCTURE
5.3 AXONOMETRIC
5.0
6.0
4. 1.0 INTRODUCTION
In building structure project, we are assigned to produce a series of
analysis and calculation specifically on stand alone double storey resident. In
the group of 6, we are analysing on a stand alone double storey bungalow.
The project requires 6 of us to analyse on structural elements, load
distribution and tributary diagram of a basic bungalow to identify the position
of beam and column. Each of us were assigned to calculate four beams and two
columns, calculation includes:
i) Dead loads
ii) Live loads
iii) Ultimate load
iv) Reaction force
v) Load diagram, Shear force diagram and Bending moment diagram
We are to produce a complete set of documentation of structural system
with load distribution and calculations (beam and column).
6. 2.1 CALCULATION FORMULA
Quantify Dead Loads Acting On Structure
Slab Self-Weight
Brick Wall Self Weight
Beam Self Weight
Column Self Weight (a)
Column Self Weight (b)
= 0.15m x 24kN/m3
= 3.6kN/m²
= 0.2m x 3..05m x 19kN/m3
= 11.59kN/m
= 0.15m x 0.45m x 24kN/m3
= 1.62kN/m
= 0.3m x 0.45m x 3.05m x 24kN/m3
= 9.882kN
= 0.45m x 0.6m x 3.05m x 24kN/m3
= 19.764kN
7. 2.2 SPECIFICATIONS
Structural Member Material Dimension (mm)
Beam Concrete 150 x 450
(width x thickness)
Wall Brick 200 x 3050
(thickness x height)
Slab Concrete 150
(thickness)
Column Concrete a. 300 x 450 x 3050
b. 450 x 600 x 3050
(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/m3
Structural Members Specifications
115. 9.0 CONCLUSION
In the end of the project, we are able to know the load distribution acting
on every single beam as well as the column. We manage to produce a complete
documentation through group learning on the analysis and calculation of beam
and column.
It also allows us to explore on structural system on case study on stand
alone bungalow to identify the structural component. Last but not least, six of
us has gained the basic knowledge on identify, execute and implements basic
procedure of building structure design.