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1. Building Structure (ARC 2522/2523)
PROJECT 2: CASE STUDY
Case Study on Structural Analysis of RC Bungalow
(3A Maya, Valencia, Sungai Buloh)
GROUP MEMBERS: Tan Kai Chong 0314223
Yap Kar Juen 0313737
Tsang Hao Ren 0315753
Cheah Teck Wei 0315215
Chew Ung Heng 0315397
Low Yong Ging 0313679
LECTURER: Pn. Norita
SUBMISSION DATE: 17 November 2015

2. 1.0 Introduction to Case Study
The case study we chose to do our structure analysis in a 2 storey bungalow located
in 3A Maya, Valencia, Sungai Buloh, Selangor.
We are required to carry out structural framing and prepare structural drawings for
the chosen bungalow. The project is an integrated component where it involves
structural theory, force calculationand basic structural proposal. This project is
designed to allow the demonstration of knowledge and understanding of building
structure.

3. 2.0 Architecture Floor Plan
Ground Floor Plan

4. First Floor Plan

5. 3.0 Structural Plan
Ground Floor Plan

6. First Floor Plan

7. Roof Plan

8. 4.0 Quantify Dead Loads Acting On Structure
Bedroom:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Guest Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Study Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Dining Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Audio Visual Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Game Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2

9. Kitchen (Dry/Wet):
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Living Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Maid Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Office:
Slab Thickness : 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Corridor:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Stairwell:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2

10. Store Room:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Family Hall:
Slab Thickness: 150mm
Slab Self weight = 0.15 x 24kN/m3
= 3.6kN/m2
Car Porch:
Slab Thickness: 100mm
Slab Self weight = 0.1 x 24kN/m3
= 2.4kN/m2
Toilet:
Slab Thickness: 100mm
Slab Self weight = 0.1 x 24kN/m3
= 2.4kN/m2
Wall:
Wall thickness x Wall Height x Density
150mm x 3000mm x 19N/m3
Wall self-weight = 0.15 x 3.0 x 19kN/m3
= 8.84kN/m
Balcony:
Slab Thickness: 100mm
Slab Self weight = 0.1 x 24kN/m3
= 2.4kN/m2

11. Terrace:
Slab Thickness: 100mm
Slab Self weight = 0.1 x 24kN/m3
= 2.4kN/m2
Roof:
Slab Thickness: 150mm
Slab Self weight = 0.1 x 24kN/m3
= 2.4kN/m2
Beam weight:
(Assume that beam size is 150mm x 250mm)
= Beam size x Concrete density
= 0.2m x 0.3m x 24kN/m3
= 1.44kN/m
Quantity Live Loads Acting on Structure
Bedroom: 1.5kN/m2
Guest Room: 1.5kN/m2
Living Room: 4.0kN/m2
Dining Room: 2.0kN/m2
Maid Room: 1.5kN/m2
Kitchen (Wet/Dry): 2.0kN/m2
Store Room: 2.5kN/m2
Corridor: 2.0kN/m2

12. Toilet: 2.0kN/m2
Game Room: 2.5kN/m2
Study Room: 2.5kN/m2
Roof: 0.5kN/m2
Terrace: 1.5kN/m2
Balcony: 1.5kN/m2
Car Porch: 5.0kN/m2
Office: 2.0kN/m2
Entrance: 1.5kN/m2
(According to 4th Schedule of UBBL for live loads according to the function of
spaces.)

13. 5.0 Structural Framing

14. 6.0 3D Model