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BUILDING STRUCTURES (ARC 2522) PROJECT 2 : ANALYSIS OF A REINFORCED CONCRETE BUILDING

TUTOR : MS ANN SEE PENG ADIBAH BAHIAH AWANG SHERY EDRINA SALEHUDDIN GHAIDA RASHAD NOMAN

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T ABLE OF CONTENT

01 Introduction

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02 Dead Load & Live Load Calculation

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03 Architectural Plans

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Ground Floor Plan First Floor Plan Roof Plan

04 Structural Plans

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Footing and Column Layout Plan Ground Floor Structural Plan First Floor Structural Plan Roof Structural Plan

05 Distributary Plan

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Ground Floor Distributary Plan First Floor Distributary Plan Roof Distributary Plan

06 Conclusion

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07 Calculation

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01 Introduction The project is an integrated component where it involves structural theory, force calculation and basic structural proposal. It is designed to allow the demonstration of knowledge and understanding of building structure. In a group of 3, we were to attain a 2 storey residential building as our case study, by producing it’s structural plans, and indivually analyzing the chosen beams and columns in the building. The case study we have chosen is a 1 ½ storey bungalow on Lot 42283, Ayer Hitam, Dengkil, Selangor. It consist of 4 bedrooms, a lounge, kitchen, 5 bathrooms, and a study area.

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02 Dead Load & Live Load Calculation DEAD LOAD OF STRUCTURES (CONSTANT) According to UBBL

Density of Concrete 24 KN/m2 Density of Brick wall 19 KN/m2

STRUCTURE Concrete Beam

Concrete Slab

Brick Wall

Column

SELF-WEIGHT CALCULATION Cross-sectional area = (0.15m x 0.3m) = 0.045m2 Self-weight of beam per metre length = Cross-sectional area x Density of concrete = 0.045 x 24 = 1.08 KN/m Thickness of slab = 0.15m Self-weight of slab per metre square area = Thickness x Density of Concrete = .15 x 24 = 3.6 KN/m2 Thickness of wall = 0.15m Height of wall = 3.5m Self-weight wall per metre length = Thickness x Height x Density of brick wall = 0.15 x 3.5 x 19 = 9.975 KN/m =9.98 KN All columns are assumed to be 3.5m Cross-sectional area = (.15 x .3) = 0.045m2 Dead Load = 0.045 x 3.5 x 24 =3.78 KN Cross-sectional area = (.15 x .6) = 0.09m2 Dead Load = 0.09 x 3.5 x 24 =7.56 KN

LIVE LOAD OF ROOMS ACCORDING TO THEIR FUNCTION (CONSTANT) According to UBBL

ROOM Living Room Study Room Bedroom Kitchen Laundry Room Toilet Staircase

Corridor Terrace

LIVE LOAD PER METRE SQUARE AREA (KN/m2) 2 KN/m2 2.5 KN/m2 1.5 KN/m2 3 KN/m2 3 KN/m2 2 KN/m2 1.5 KN/m2 2 KN/m2 (follows space it provides access to (livingroom)) 3 KN/m2 (follows space it provides access to (kitchen))

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02 Architectural Plans

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02 Architectural Plans

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02 Architectural Plans

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03 Structural Plans

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03 Structural Plans

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03 Structural Plans

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03 Structural Plans

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03 Distributary Plans

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03 Distributary Plans

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03 Distributary Plans

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05 Conclusion Through this project, we were able to understand basic structural analysis through production of structural plans and columns and beam load calculation. Eventhough we faced numerous trials and errors, eventually we were able to grasp the basic concept of load distribution and structural analysis. We were also able to understand standard building regulations, and characteristics of components of beams and columns.

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06 Calculation Adibah Bahiah Awang

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Shery Edrina Salehuddin

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Ghaida Rashad Noman

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ORIGINAL COPY OF CALCULATIONS HAS BEEN SUBIMITTED WITH THE REPORT

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Analysis of reinforced concrete building  
Analysis of reinforced concrete building  
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