Skeleton design of RC building

1. PROJECT 2:
SKELETON DESIGN OF RC. BUILDING
Building Structures (ARC 2522/2523)
Tutor: Mr Adib
Group Members:
Chong Jia Yi 0320869
Ee Yun Shan 0319990
Lee Ning 0320125
Lee Zi Ying 0320435
Lim Zia Huei 0321031
Ong Shi Hui 0320303

2. Table of content
1. Introduction of the building
2. Design brief
3. Architectural plan
4. Structural proposal plan
5. Identify One way or two way slab
6. Load distribution diagram
7. Beam and Column analysis calculation (Lee Ning 0320125 )
8. Beam and Column analysis calculation (Lee Zi Ying 0320435 )
9. Beam and Column analysis calculation (Lim Zia Huei 0321031 )
10. Beam and Column analysis calculation (Chong Jia Yi 0320869 )
11. Beam and Column analysis calculation (Ong Shi Hui 0320303 )
12. Beam and Column analysis calculation (Ee Yun Shan 0319990 )

3. Introduction of the building
Building Type Residential building (Bungalow)
Building Function House of a school principal
Location Sibu, Sarawak
Architect N/A
Client N/A
Design brief: ​Summarize the weight of material and live load assumed
Dead Load Calculation on structure
Beam self weight
(Assuming beam size 150mm x 300mm)
= Beam size x concrete density
= 0.15m x 0.3m x 24kN/m​3
= 1.08 kN/m
Slab self-weight
= Slab thickness x concrete density
= 0.15m x 24kN/m​3
= 3.6kN/m​3
Brick wall self-weight
= Wall Height x Thickness x Brick density
= 3.0m x 0.15m x 19kN/m​3
= 8.55 kN/m​3
Roof Slab self weight assumption​= 1 kN/m​3

4. Live Load Calculation on structure
Ground floor
Living room: 2.0 kN/m​3
Dining room: 2.0 kN/m​3
Kitchen: 2.0 kN/m​3
Guest room: 2.0 kN/m​3
Bathroom: 2.0 kN/m​3
Verandah: 2.0 kN/m​3
Store: 2.5 kN/m​3
First Floor
Bedroom: 2.0 kN/m​3
Study room: 2.5 kN/m​3
Roof Live load assumption​= 0.5 kN/m​3

5. 3D structural model perspective

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