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BACHELOR OF SCIENCE (HONOURS) IN ARCHITECTURE BUILDING STRUCTURES (ARC 2522/2523) GROUP MEMBERS: NIK AFIQ AMADI BIN NIK ABDULLAH (0317749) NG EE SHIUNG (0314228) AMEER FARHAN BIN RAMLAN (0319304)

Building structure final report

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BACHELOR OF SCIENCE (HONOURS) IN ARCHITECTURE

BUILDING STRUCTURES (ARC 2522/2523)

GROUP MEMBERS: NIK AFIQ AMADI BIN NIK ABDULLAH (0317749)

NG EE SHIUNG (0314228)

AMEER FARHAN BIN RAMLAN (0319304)

PROJECT 2: STRUCTURAL ANALYSIS OF A BUNGALOW

LECTURER’S NAME: MISS ANN SEE PENG

SUBMISSION DATE: 28TH NOVEMBER 2016

Extension Proposal Architectural Plans (scale 1:200)

1. GROUND FLOOR PLAN

2. FIRST FLOOR PLAN

3. ROOF PLAN

11400

7000

21282

20400

13400

Extension Proposal Structural Plans (Scale 1:200)

4. FOUNDATION LAYOUT PLAN

5. GROUND FLOOR STRUCTURAL PLAN

6. FIRST FLOOR STRUCTURAL PLAN

7. ROOF STRUCTURAL PLAN

QUANTITY DEAD LOADS ACTING ON STRUCTURE

BEAM SELF-WEIGHT

(Assume that initial beam size 200mm x 300mm)

= Beam Size x Concrete Density

=200mm x 300mm x 24kN/m²

= 1.44kN/m²

Ground Floor

Living Room:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Dining Room:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Store Room:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Kitchen:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Toilet:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Corridor:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²= 3.6kN/m²

First Floor

Living Room:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Toilet 1:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Corridor:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Bedroom 1:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Bedroom 2:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Master Bedroom:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

Toilet 2:

Slab Thickness = 150mm

Slab self-weight

= 150mm x 24kN/m²

= 3.6kN/m²

QUANTITY LIVE LOAD ACTING ON STRUCTURE

(According to 4th schedule of UBBL for live load according to the function of the space)

Ground Floor

Living Room: 4.0kN/m²

Store Room: 2.5kN/m²

Dining Room: 2.0kN/m²

Kitchen: 2.0kN/m²

Corridor: 2.0kN/m²

Toilet: 2.0kN/m²

First Floor

Living Room: 4.0kN/m²

Corridor: 2.0kN/m²

Toilet 1: 2.0kN/m²

Toilet 2: 2.0kN/m²

Master Bedroom: 1.5kN/m²

Bedroom 1: 1.5kN/m²

Bedroom 2: 1.5kN/m²

QUANTITY LIVE LOADS ACTING ON STRUCTURE VISUAL PLAN

GROUND FLOOR PLAN

2.0 kN/m²

2.5 kN/m²

2.0 kN/m²

4.0 kN/m²

2.0 kN/m² 2.0 kN/m²

FIRST FLOOR PLAN

2.0 kN/m²

2.0 kN/m²

2.0 kN/m²4.0 kN/m²

1.5 kN/m²

1.5 kN/m²

2.0 kN/m²

1.5 kN/m²

GROUND FLOOR PLAN

FIRST FLOOR PLAN

LOAD DISTRIBUTION DIAGRAM (SCALE 1:250)To identify how much load would be transferred from the slab to each adjacent beam