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B structure-report (3)
1. SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Research Unit for Modern
Architecture Studies in Southeast Asia Bachelor of Science (Honours)
(Architecture)
Building Structures (ARC 2522/2523)
Project 2: Structural Analysis of a Bungalow
Group members:
Maximilian Lim Jake-Yang 0319604
Nge Jia Chen 0317738
Lee Czen Shing 0317832
Tutor: Ms. Ann See Peng
2. Table of Contents
1.0 Introduction to Bungalow
2.0 Architectural Plans
2.01 Ground Floor Plan
2.02 First Floor Plan
2.03 Roof Plan
3.0 Quantity Life and Dead Loads Acting on Structure (Design Brief)
4.0 Structural Plans
4.01 Ground Floor Plan
4.02 First Floor Plan
4.03 Roof Plan
5.0 Load Distribution Diagram
5.01 Ground Floor Plan
5.02 First Floor Plan
5.03 Roof Plan
6.0 Tributary Diagrams
6.01 Ground Floor Plan
6.02 First Floor Plan
6.03 Roof Plan
7.0 Individual Components
3. 1.0 Introduction to Bungalow
In this project, we were required to design a 2-story bungalow which consist of the following
components:
1) 1 master bedroom with attached bathroom
2) Minimum 3 bedrooms
3) 2 bathrooms
4) Kitchen
5) Living hall
6) Dining area
7) 1 store room.
We then had to carry out structural framing and prepare necessary structural drawings for
the bungalow. Structural theory is involved in this project which includes force calculation
and basic structural proposal. This project is designed to enable us to test our knowledge
and understanding of building structure.
3D Model of StructuralFraming of House
7. 3.0. Design Brief
Assumptions on dead loads acting on structure
a) Slab self-weight
= 0.15 x 24kN/m3
=3.6kN/m2
b) Brick wall self-weight
= Wall thickness x Wall height x Brick wall density
= 0.15m x 3m x 19N/m3
= 8.55kN/m
c) Primary Beam self-weight
= Beamsize x Concrete density
= 0.2m x 0.3m x 24kN/m3
= 1.44kN/m
d) Secondary Beam self-weight
= 0.1m x 0.2m x 24kN/m3
= 0.48kN/m
e) Column self-weight
= Column size x Concrete Density
= 0.225m x 0.225m x 24kN/m3 x 3m
= 3.645kN
Assumptions on live loads acting on structure
a) Bedroom :1.5 kN/m2
b) Living room : 4.0 kN/m2
c) Dining room :2.0 kN/m2
d) Kitchen :2.0 kN/m2
e) Corridor :4.0 kN/m2
f) Bathroom :2.0 kN/m2
g) Study Room :1.5 kN/m2
h) Car Porch :2.0 kN/m2
i) Stairs :1.5 kN/m2
j) Family Area :2.0 kN/m2
- All other areas not mentioned above will be assumed as 1.5 kN/m2
- Live load for roof is taken as 0.5kN/m2 and 1.0kN/m2 as dead load
(According to UBBL 1984, 4th schedule based on function of spaces.)
