bstrcuture yaw

1. BACHELOR OF SCIENCE (HONOURS) IN ARCHITECTURE
BUILDING STRUCTURES (ARC 2522/2523)
GROUP MEMBERS: NIK AFIQ AMADI BINNIK ABDULLAH(0317749)
NG EE SHIUNG (0314228)
AMEER FARHAN BINRAMLAN (0319304)
PROJECT 2: STRUCTURAL ANALYSIS OF A BUNGALOW
LECTURER’S NAME: MISS ANN SEE PENG
SUBMISSION DATE: 28TH
NOVEMBER2016

2. Extension Proposal Architectural Plans (scale 1:200)
1. GROUNDFLOOR PLAN

3. 2. FIRST FLOOR PLAN

4. 3. ROOF PLAN
13400
20400
21282
7000
11400

5. Extension Proposal Structural Plans (Scale 1:200)
4. FOUNDATION LAYOUT PLAN

6. 5. GROUND FLOOR STRUCTURAL PLAN

7. 6. FIRST FLOOR STRUCTURAL PLAN

8. 7. ROOF STRUCTURAL PLAN

9. QUANTITY DEAD LOADS ACTING ON STRUCTURE
BEAM SELF-WEIGHT
(Assume that initial beam size 200mm x 300mm)
= BeamSize 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

10. 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

11. 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

12. 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

13. FIRST FLOOR PLAN
2.0 kN/m²
2.0 kN/m²
2.0 kN/m²
4.0 kN/m²
1.5 kN/m²
1.5 kN/m²
2.0 kN/m²
1.5 kN/m²

14. GROUND FLOOR PLAN
FIRST FLOOR PLAN
LOAD DISTRIBUTION
DIAGRAM (SCALE 1:250)
To identifyhowmuchloadwouldbe
transferred from the slab to each
adjacent beam