Building Structures (ARC2522/2523)

Project 2

ANALYSIS OF A REINFORCED CONCRETE

BUILDING

NAME(s)

Shalinn Tan Jiawen 0318714

Mark Eng Shang 0314187

Patricia Kong 0315837

LECTURER

Mr. Mohd Adib Ramli

CONTENTS

1.0 INTRODUCTION

2.0 ARCHITECTURAL DRAWINGS

2.1 ROOF PLAN

2.2 FIRST FLOOR PLAN

2.3 GROUND FLOOR PLAN

3.0 BRIEF INTRODUCTION

3.1 SUMMARY OF DEAD LOAD

3.2 SUMMARY OF LIVE LOAD

4.0 STRUCTURAL PLANS

4.1 STRUCTURAL ROOF PLAN

4.2 STRUCTURAL FIRST FLOOR PLAN

4.3 STRUCTURAL GROUND FLOOR PLAN

4.4 STRUCTURAL FOUNDATION PLAN

5.0 LOAD DISTRIBUTION PLANS FOR BEAM DESIGN

5.1 LOAD DISTRIBUTION-ROOF PLAN

5.2 LOAD DISTRIBUTION-FIRST FLOOR PLAN

5.3 LOAD DISTRIBUTION-GROUND FLOOR PLAN

6.0 3-D MODEL OF BUILDING

6.1 OVERALL 3-D MODEL OF BUILDING

6.2 SHALINN TAN JIAWEN

6.3 MARK ENG SHANG

6.4 PATRICIA KONG

7.0 STRUCTURAL ANALYSIS OF BEAMS

8.0 TRIBUTARY AREA PLANS FOR COLUMNS

8.1 TRIBUTARY AREA-ROOF PLAN

8.2 TRIBUTARY AREA-FIRST FLOOR PLAN

8.3 TRIBUTARY AREA-GROUND FLOOR PLAN

9.0 STRUCTURAL ANALYSIS OF COLUMNS

10.0 REFERENCES

1.0 INTRODUCTION

The house is located in Miri, Sarawak. The owner, Mr. Samuel Kong, of the house wanted an

elegant look to the façade of the house by making use of the play of space with balconies,

cantilevers and arches. Surrounding the bungalow are other bungalows erected whereby owners

purchase land and design their own houses. The owner had designed the house with a beloved

architect friend whilst the construction of the house was done by a close relative. Throughout the

construction of the house, the owner worked closely with the construction workers and engineers

to make sure that the erection of the house is smooth sailing.

The concept behind the house is to accommodate a large number of people at a time. The house

is lived in by the owner together with 4 other family members and a pet dog. It has a huge car

porch that can fit up to 8 cars. The interiors of the house has high ceilings to create a larger

volume suitable for social interaction as the family loves to host their family and friends.

2.0 ARCHITECTURAL

DRAWINGS

2.1 ROOF PLAN

2.2 FIRST FLOOR PLAN

2.3 GROUND FLOOR PLAN

3.0 BRIEF

INTRODUCTION

3.1 SUMMARY OF DEAD LOAD

Dead load is a constant load in a structure (as a bridge, building, or machine) that is due to the weight

of the members, the supported structure, and permanent attachments or accessories. Dead loads

shall be calculated from the design or known dimensions of the structures and the density of the

materials used. The density of some common materials are given in the table below for reference.

DEAD LOAD ON STRUCTURE DENSITY / DIMENSION

For reference:

Concrete

Brick wall

Dead load on roof

Wall thickness

Wall height(first floor)

Wall height(gorund floor)

Brick wall load(first floor)

=wall height x thickness x density

Brick wall load(ground floor)

=wall height x thickness x density

Concrete beam size

=concrete self-weight = cross sectional area x

concrete density

Dead load factor=1.4

24 kN/m3

19 kN/m3

1.0 kN/m3

150 mm

4.2 m

4.8 m

4.2 x 0.15 x 19kN/m3

= 11.97 kN/m

4.8 x 0.15 x 19kN/m3

= 13.68 kN/m

0.25 x 0.25

=0.0625 m2

Slab self weight

=slab thickness x concrete density

3.2 SUMMARY OF LIVE LOAD

Live loads are usually unstable or moving loads. These dynamic loads may involve considerations

such as impact, momentum, vibration, slosh dynamics of fluids, etc. The values of imposed loads

are categorized in the table below according to specific use of the related floor or structure, and

they shall be considered as the minimum values to be adopted in design.

LIVE LOAD ON STRUCTURE DENSITY / DIMENSION

Live load factor=1.6

Ground floor plan:

Storeroom

Living Room

Corridor/Walkway

Stairwell

Dining Room

Kitchen

Bedroom

Bathroom/Toilet

Laundry

2.5 kN/m2

2.0 kN/m2

(same as access)

1.5 kN/m2

2.0 kN/m2

3.0 kN/m2

1.5 kN/m2

2.0 kN/m2

3.0 kN/m2

First floor plan:

Bedroom

Corridor/Walkway

Closet

Bathroom/Toilet

1.5 kN/m2

(same as access)

2.0 kN/m2

2.0 kN/m2

Roof plan:

Live load on roof

0.5 kN/m3

4.0 STRUCTURAL

PLANS

4.1 STRUCTURAL ROOF PLAN

4.2 STRUCTURAL FIRST FLOOR PLAN

4.3 STRUCTURAL GROUND FLOOR PLAN

4.4 STRUCTURAL FOUNDATION PLAN

5.0 LOAD

DISTRIBUTION PLAN

FOR BEAM DESIGN

5.1 LOAD DISTRIBUTION-ROOF PLAN

5.2 LOAD DISTRIBUTION-FIRST FLOOR PLAN

5.3 LOAD DISTRIBUTION-GROUND FLOOR PLAN

6.0 3-D MODEL OF

BUILDING

6.1 OVERALL 3-D MODEL OF BUILDING

6.2 SHALINN TAN JIAWEN

6.3 MARK ENG SHANG

6.4 PATRICIA KONG

7.0 STRUCTURAL

ANALYSIS OF BEAMS

Red-Shalinn Tan ; Orange-Mark Eng ; Yellow-Patricia Kong

8.0 TRIBUTARY AREA

PLANS FOR

COLUMNS

8.1 TRIBUTARY AREA-ROOF PLAN

8.2 TRIBUTARY AREA-FIRST FLOOR PLAN

8.3 TRIBUTARY AREA-GROUND FLOOR PLAN

9.0 STRUCTURAL

ANALYSIS OF

COLUMNS

Red-Shalinn Tan ; Orange-Mark Eng ; Yellow-Patricia Kong

10.0 REFERENCES

1. BS6399Part1WoodFloorLoadings. (2009) (1st ed., pp. 5-14). Retrieved from

http://file:///C:/Users/User/Downloads/BS6399Part1WoodFloorLoadings.pdf

2. Code of Practice for Dead and Imposed Loads 2011. (2011) (1st ed., pp. 8-20). Hong

Kong. Retrieved from http://www.bd.gov.hk/english/documents/code/DIL2011e.pdf

3. Johari, N. (2016). SLABS2016. Lecture, LT3.

4. Mohd, A. (2016). Beams Part 1. Lecture, LT3.

5. Mohd, A. (2016). Beams Part 2. Lecture, LT3.

6. Mohd, A. (2016). Columns. Lecture, LT3.

7. Uniform Building By-laws 1984. (1996). Kuala Lumpur.