This document outlines a group project to structurally analyze a two-storey bungalow design. It includes architectural drawings of the roof, first, and ground floors along with structural drawings. It also details the load distribution analysis of slabs and columns. Finally, it presents individual calculations of selected beams and columns where each group member analyzed two beams and one column. The conclusion recognizes the learning outcomes of producing a complete structural analysis documentation.
Building Structure - Structural Analysis of a bungalowLovie Tey
In a group of 3, we are to design a 2 storey bungalow which consists 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 are to compile an A4 report which consists of;
- All floor plans ( Ground Floor Plans, First Floor and Roof Plan )
- Structural plans
- Design Brief
- Beam analysis report
- COlumn ANalysis Report
Building Structure - Structural Analysis of a bungalowLovie Tey
In a group of 3, we are to design a 2 storey bungalow which consists 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 are to compile an A4 report which consists of;
- All floor plans ( Ground Floor Plans, First Floor and Roof Plan )
- Structural plans
- Design Brief
- Beam analysis report
- COlumn ANalysis Report
The population of the world is increasing day by day. As a result, the population density is increasing rapidly and decreasing the cultivation land and forest area for construction of residential and commercial building. But land is fixed. When it is necessary to stop decreasing the cultivation land and forest area, there is a problem arising. This problem is accommodation problem. There is arising office building space problem and it can be solved by reconstruction of existing building. This project deals with typical four storied commercial building to be extended up to 5 stories. This project will act as a guideline for future works with above location for similar multistoried high rise building. It will also give an idea about comparative study between mat foundation & pile foundation for different works of the above proposed area. Professional engineers, organizations may avail this project as a guideline for effective, economic and convenient design of multistoried building in suitable storey
The population of the world is increasing day by day. As a result, the population density is increasing rapidly and decreasing the cultivation land and forest area for construction of residential and commercial building. But land is fixed. When it is necessary to stop decreasing the cultivation land and forest area, there is a problem arising. This problem is accommodation problem. There is arising office building space problem and it can be solved by reconstruction of existing building. This project deals with typical four storied commercial building to be extended up to 5 stories. This project will act as a guideline for future works with above location for similar multistoried high rise building. It will also give an idea about comparative study between mat foundation & pile foundation for different works of the above proposed area. Professional engineers, organizations may avail this project as a guideline for effective, economic and convenient design of multistoried building in suitable storey
Deployment Concept:
Adaptive reuse of automotive airbag technology as a deployment vehicle enables an extremely
rapid deployment methodology (Automotive airbags deploy in approximately 55 milliseconds)
Preliminary Design Concept:
Airbag inflator gas would remain trapped within the inner plenum of the shelter acting as temporary support allowing the exterior shell composite materials cure to designed form.
The shelter’s composition can be designed specifically for the intended Use Group.
Within the LIFT'07 we organized a brainstorming session at arvetica (www.arvetica.com) to discuss if Second Life was simply a fad or eventually a long term business asset for Global Fortune 500 companies
3D-Welten für handlungsorientiertes Lernen
Teil 2 des Vortrages: "Lernen in Gruppen"
Matthias Rückel, 04. Februar 2009, LEARNTEC
Der Schwerpunkt liegt auf potentiellen Kollaborations und Kooperationsszenarien, die virtuelle Welten für Lernszenarien bieten.
Systemisches Live-Online-Coaching mit Simulationen - Matthias Rückel
Online aufstellen
Eine Online-Aufstellung mit den Symbolsteinen von LPScocoon ist über nahezu jeden PC mit Internetanschluss möglich.
Der interessierte Klient klärt alle formalen und inhaltlichen Fragen im Vorfeld der Beratung mit seinem Coach.
Während der virtuellen Aufstellung sind Berater und Klient online und gleichzeitig über Telefon verbunden. Beide sehen das gleiche Bild und jede Bewegung erscheint zeitgleich auf beiden Bildschirmen. Mit Maus und Tastatur lassen sich alle Aktionen ausführen, wie in einer realen Aufstellung mit den Symbolsteinen.
Und sogar mehr: Der Klient kann eine echte Ich-Perspektive erleben und "mit den Augen" der ausgewählten Figur sein Umfeld betrachten.
Welcome to TechSoup New Member Orientation and Q&A (May 2024).pdfTechSoup
In this webinar you will learn how your organization can access TechSoup's wide variety of product discount and donation programs. From hardware to software, we'll give you a tour of the tools available to help your nonprofit with productivity, collaboration, financial management, donor tracking, security, and more.
Francesca Gottschalk - How can education support child empowerment.pptxEduSkills OECD
Francesca Gottschalk from the OECD’s Centre for Educational Research and Innovation presents at the Ask an Expert Webinar: How can education support child empowerment?
Instructions for Submissions thorugh G- Classroom.pptxJheel Barad
This presentation provides a briefing on how to upload submissions and documents in Google Classroom. It was prepared as part of an orientation for new Sainik School in-service teacher trainees. As a training officer, my goal is to ensure that you are comfortable and proficient with this essential tool for managing assignments and fostering student engagement.
2024.06.01 Introducing a competency framework for languag learning materials ...Sandy Millin
http://sandymillin.wordpress.com/iateflwebinar2024
Published classroom materials form the basis of syllabuses, drive teacher professional development, and have a potentially huge influence on learners, teachers and education systems. All teachers also create their own materials, whether a few sentences on a blackboard, a highly-structured fully-realised online course, or anything in between. Despite this, the knowledge and skills needed to create effective language learning materials are rarely part of teacher training, and are mostly learnt by trial and error.
Knowledge and skills frameworks, generally called competency frameworks, for ELT teachers, trainers and managers have existed for a few years now. However, until I created one for my MA dissertation, there wasn’t one drawing together what we need to know and do to be able to effectively produce language learning materials.
This webinar will introduce you to my framework, highlighting the key competencies I identified from my research. It will also show how anybody involved in language teaching (any language, not just English!), teacher training, managing schools or developing language learning materials can benefit from using the framework.
Palestine last event orientationfvgnh .pptxRaedMohamed3
An EFL lesson about the current events in Palestine. It is intended to be for intermediate students who wish to increase their listening skills through a short lesson in power point.
Biological screening of herbal drugs: Introduction and Need for
Phyto-Pharmacological Screening, New Strategies for evaluating
Natural Products, In vitro evaluation techniques for Antioxidants, Antimicrobial and Anticancer drugs. In vivo evaluation techniques
for Anti-inflammatory, Antiulcer, Anticancer, Wound healing, Antidiabetic, Hepatoprotective, Cardio protective, Diuretics and
Antifertility, Toxicity studies as per OECD guidelines
How to Make a Field invisible in Odoo 17Celine George
It is possible to hide or invisible some fields in odoo. Commonly using “invisible” attribute in the field definition to invisible the fields. This slide will show how to make a field invisible in odoo 17.
Read| The latest issue of The Challenger is here! We are thrilled to announce that our school paper has qualified for the NATIONAL SCHOOLS PRESS CONFERENCE (NSPC) 2024. Thank you for your unwavering support and trust. Dive into the stories that made us stand out!
A Strategic Approach: GenAI in EducationPeter Windle
Artificial Intelligence (AI) technologies such as Generative AI, Image Generators and Large Language Models have had a dramatic impact on teaching, learning and assessment over the past 18 months. The most immediate threat AI posed was to Academic Integrity with Higher Education Institutes (HEIs) focusing their efforts on combating the use of GenAI in assessment. Guidelines were developed for staff and students, policies put in place too. Innovative educators have forged paths in the use of Generative AI for teaching, learning and assessments leading to pockets of transformation springing up across HEIs, often with little or no top-down guidance, support or direction.
This Gasta posits a strategic approach to integrating AI into HEIs to prepare staff, students and the curriculum for an evolving world and workplace. We will highlight the advantages of working with these technologies beyond the realm of teaching, learning and assessment by considering prompt engineering skills, industry impact, curriculum changes, and the need for staff upskilling. In contrast, not engaging strategically with Generative AI poses risks, including falling behind peers, missed opportunities and failing to ensure our graduates remain employable. The rapid evolution of AI technologies necessitates a proactive and strategic approach if we are to remain relevant.
1. BUILDING STRUCTURES II (ARC2213)
PROJECT II
STRUCTURAL ANALYSIS OF A BUNGALOW
TUTOR: MS ANN SEE PENG
GROUP MEMBERS:
CHIA SUE HWA (0317920)
LEE YIH (0318340)
NATALIE KI XIAO XUAN (0318918)
2. TABLE OF CONTENTS
1. INTRODUCTION TO PROJECT
2. DESIGN BRIEF
2.1 CALCULATION FORMULA
2.2 SPECIFICATIONS
3. ARCHITECTURAL DRAWINGS
3.1 ROOF PLAN
3.2 FIRST FLOOR PLAN
3.3 GROUND FLOOR PLAN
4. STRUCTURAL DRAWINGS
4.1 ROOF PLAN
4.2 FIRST FLOOR PLAN
4.3 GROUND FLOOR PLAN
4.4 PAD FOUNDATION PLAN
5. SLAB ANALYSIS: LOAD DISTRIBUTION PATH
5.1 FIRST FLOOR
5.2 GROUND FLOOR
6. COLUMN ANALYSIS: LOAD DISTRIBUTION PATH
6.1 ROOF
6.2 FIRST FLOOR
6.3 GROUND FLOOR
7. INDIVIDUAL CALCULATIONS
7.1 BEAM ANALYSIS
7.2 COLUMN ANALYSIS
8. CONCLUSION
9. REFERENCES (SHOULD WE?)
3. 1. INTRODUCTION TO PROJECT
For the second assignment of the module Building Structures I, we were sorted into groups of three, and
tasked with a series of tasks that would challenge us with the ability to produce a complete documentation
of our process from designing a structural system and being able to identify and calculate the structural
components in it.
The tasks were sorted into two parts – group and individual. As a group, we are required to design a two
storey bungalow using a combination of geometrical shapes with fixed dimensions. These two shapes
would serve as the outline of our ground and first floors, after which we would be required to sort out the
interior spaces and placement of columns, beams, etc.
Though the outline of our floor plans was pre-set, it was expected that we would choose one from category
A, and one from category B, thus testing our ability to analyse the suitability of certain shapes - and their
dimensions – in relation to one another.
Image 1.1 The two floor plans from Category A and B given in the project brief.
There was a set spatial program, consisting of a minimum of 4 bedrooms (inclusive of one master
bedroom), three bathrooms (inclusive of one attached bathroom), a kitchen, living hall, dining area and
store room. Remaining and additional spaces were left to our liberty, as well as the considerations towards
the staircases and outdoor porch.
Our two storey bungalow consists of all of the previously stated requirements. Our geometrical shapes are
selected so that when they overlay, all of the main lines in their proper dimension’s overlap, making the
alignment neater and easier for positioning of columns. This also caused less complications when it came to
arranging the gridlines and analysing where the beams would run. Proceeding from the design phase, we
were asked to analyse six beams and 3 columns each. These would be taken from our design itself, and
would be applied with the use of formulas.
4. 2. DESIGN BRIEF
2.1 CALCULATION FORMULA
Slab System
Beam Calculations
Column Calculation
Ly = Longer side of slab
Lx = Shorter side of slab
When Ly / Lx > 2 (one way slab system)
When Ly / Lx < 2 or = 2 (two way slab system)
Beam self weight = material density x size of beam
Dead load on slab = material density x thickness x Lx/2 one way/ two way trapezoidal slab
= [ material density x thickness x Lx/2 ] x 2/3 two way triangular slab
Brick wall self weight = material density x thickness x height
Live load on slab = UBBL live load factor x Lx/2 one way/ two way trapezoidal slab
= [ UBBL live load factor x Lx/2 ] x 2/3 two way triangular slab
Ultimate load = (Total dead load x 1.4) + (Total live load x 1.6)
Reaction force = ΣM = 0
= ΣFy = 0
Brick wall self weight = material density x thickness x height x total length of walls in tributary area
Slab self weight = material density x thickness x area of tributary area
Beam self weight = material density x size of beam x total length of beams in tributary area
Column self weight = material density x size of column x height of column
Live load on slab = UBBL live load factor x area of space within tributary area
Ultimate load = (Total dead load x 1.4) + (Total live load x 1.6)
Capacity of concrete (N) = 0.4fcuAc + 0.8 fyAsc
N = capacity of concrete
Fcu = concrete strength (N/mm2)
Ac = cross section of concrete column
fcu = yield strength of steel (N/mm2)
Asc = steel content in a column
5. 2.2 SPECIFICATIONS
Material Density (according to UBBL)
Reinforced concrete = 24 kN/m³
Bricks = 19 kN/m³
Roof slab = 1.0 kN/m2
(Roof is assumed as void)
Size of beam
Ground floor beam = 750 mm x 125 mm thick
First floor beam = 600 mm x 125 mm thick
Roof beam = 600 mm x 125 mm thick
Size of column
All at 250 mm x 125 mm thick
Thickness of slab
150 mm thick
Thickness of brick wall
Brick = 110 mm
Plastering = 20 mm
(two sides of plastering on brick: 150 mm total)
Headroom
Ground floor to first floor = 3000 mm
First floor to ceiling = 3000 mm
Ultimate dead load factor = 1.4
Ultimate live load factor = 1.6
Capacity of concrete (N) = 1258.2 kN
N = 0.4fcuAc + 0.8 fyAsc
= 0.4(30)(31250) + 0.8(460)(2400)
= 1258200 N
Beam Generic Calculation
Live load factor (according to UBBL)
(4th schedule of UBBL: live load of each space differs according to the function of the space.)
Roof is assumed as void, hence live load factor for roof is assumed as 1.0 kN/m2
*Refer to live load p
Formula
N = capacity of concrete
Fcu = concrete strength (N/mm2)
Ac = cross section of concrete column
fcu = yield strength of steel (N/mm2)
Asc = steel content in a column
Beam self weight = 24 kN/m³ x 0.75m x 0.125m = 2.25 kN/m (ground floor)
Beam self weight = 24 kN/m³ x 0.6m x 0.125m = 1.8 kN/m (first floor and roof)
Brick wall self weight = 19 kN/m³ x 0.15m x 3m = 8.55 kN/m
6. 3. ARCHITECTURAL DRAWINGS
3.1 ROOF PLAN
3.2 FIRST FLOOR PLAN
3.3 GROUND FLOOR PLAN
*All drawings plotted in scale 1:200.
9. 4. ARCHITECTURAL DRAWINGS
4.1 ROOF PLAN
4.2 FIRST FLOOR PLAN
4.3 GROUND FLOOR PLAN
4.4 PAD FOUNDATION PLAN
*All drawings plotted in scale 1:200.
STRUCTURAL
20. 7. INDIVIDUAL CALCULATIONS
7.2 COLUMN ANALYSIS
Red – Chia Sue Hwa
Yellow – Lee Yih
Blue – Natalie Ki Xiao Xuan
*All drawings plotted in scale 1:200.
27. 8. CONCLUSION
We have learnt to:
Produce a complete documentation on structural system of a case study
Explore and understand the concept of structural analysis
Identification of structural components
Recognize, Execute and implement basic procedures of building structure design
Produce a structural proposal
