Introduction to ArtificiaI Intelligence in Higher Education
Building Structure Project 2 Group report
1. SCHOOL OF ARCHITECTURE, BUILDING & DESIGN
Bachelor of Science (Honors) in Architecture Building
Structures (ARC 2522/2523)
Project 2 Structural Analysis of a Bungalow
Prepared by:
Eng Shi Yi 0317849
Kan Sook San 0319326
Liu Jyue Yow 1007P74080
Tutor / Lecturer: Mr Adib
2. Table of contents:
1.0 Introduction
2.0 3D Model Perspective
3.0 Architectural Plans
3.1 Ground Floor Plan
3.2 First Floor Plan
3.3 Roof Plan
4.0 Design Brief
5.0 Structural Plans
5.1 Foundation Plan
5.2 Ground Floor Plan
5.3 First Floor Plan
5.4 Roof Plan
6.0 Load Distribution Diagram
6.1 Ground Floor Plan
6.2 First Floor Plan
6.3 Rood Plan
7.0 Tributary Area
8.0 Individual Components
3. INTRODUCTION
In this project, we are required to form a group of 3 and design a 2 storey bungalow. the
bungalow has to consist of :
1. 1 masterbedroom withattachedbathroom
2. Minimum3bedrooms
3. 2 bathrooms
4. Kitchen
5. Living hall
6. Diningarea
7. 1 store room.
Next, we are required to carry out structural framing for the bungalow and identify all the
columns and beams. A structural plan drawing for each floor is produced to carry out
structural analysis calculation. This project is an integrated component where it involves
structural theory, force calculation and basic structural proposal and allows students to
demonstration of knowledge and understanding of building structure.
Slab system
LyLx > 2 (One way slab)
LyLx < 2 (Two way slab)
Beam calculation
Beam self-weight = beam size x density of reinforced concrete
Slab dead load = thickness x density of reinforced concrete x Lx/2 (trapezoid)
= thickness x density of reinforced concrete x Lx/2 x 2/3 (triangular)
Slab live load = live load (UBBL) x Lx/2 (trapezoid)
= live load (UBBL) x Lx/2 x 2/3 (triangular)
Column calculation
Beam self-weight = beam size x density of reinforced concrete x length
Slab dead load = thickness x density of reinforced concrete x tributary area
Slab live load = live load (UBBL) x tributary area
Brick wall self-weight = thickness x wall height x density of bricks x length
Column self-weight = width x length x height density of reinforced concrete
8. DesignBrief
Quantity of DeadLoads Acting on Structure
Brick Wall Self-Weight
= Wall Thickness x Wall Height x Density of Bricks
= 150mm x 3000mm x 19kN/m³
= 0.15m x 3.0m x 19kN/m³
= 8.55kN/m
Beam Self-Weight
= BeamSize x Density of Reinforced
= 200mm x 300mm x 24kN/m³
= 0.2m x 0.3m x 24kN/m³
= 1.44kN/m
Slab Self-weight
= slab thickness x density of reinforced concrete
= 150mm x 24kN/m³
= 0.15m x 24kN/m³
= 3.6kN/m²
Column Self-Weight
= Column Size x Density of Reinforced Concrete
= 300mm x 300mm x 24kN/m³
= 0.3m x 0.3m x 24 kN/m³
= 6.48kN
9. Quantity of Live Loads Acting onStructure
Car Porch: 2.0kN/m²
Foyer: 1.5kN/m²
Living Room: 2.0kN/m²
Dining Room: 2.0kN/m²
Kitchen: 3.0kN/m²
Toilet: 2.0kN/m²
Bedroom: 1.5kN/m²
Laundry: 1.5kN/m²
Store Room: 1.5kN/m²
Study Room: 1.5kN/m²
Corridor: 3.0kN/m²
Dressing room: 2.0kN/m²
Stairs: 1.5kN/m²