School of Architecture, Building and DesignBachelor of Science (Hons) in Architecture

Building Structure (ARC 2523/ BLD 61003)Project 2: Beam and Column Analysis

Tutor: Ms. Norita

Group Members:

Student Name: Student ID:Canisius Bong Wei Pheng 0318914

Joyce Wee Yi Qin 0319602Tan Wing Hoe 0319333

Table of Contents

1.0 Brief Description of Building 3

2.0 Architectural Plan Drawings 42.1 Ground Floor Plan2.2 First Floor Plan2.3 Roof Plan

3.0 Structural Plan Drawings 73.1 Ground Floor Plan3.2 First Floor Plan3.3 Roof Plan

4.0 Slab System Analysis (Load Distribution) 104.1 Ground Floor Plan4.2 First Floor Plan4.3 Roof Plan4.4 Identification of Types of Slab

5.0 Tributary Area 135.1 Ground Floor Plan5.2 First Floor Plan5.3 Roof Plan

6.0 Assumption of Life Load and Dead Load 16

6.1 Assumptions on Dead Loads Acting on Structure6.2 Assumptions on Life Loads Acting on Structure

7.0 Individual Components Distribution 177.1 Beams7.2 Columns

8.0 Beam Analysis Report 208.1 Canisius Bong8.2 Joyce Wee8.3 Tan Wing Hoe

9.0 Column Analysis Report9.1 Canisius Bong9.2 Joyce Wee9.3 Tan Wing Hoe

10.0 Appendix

building structure project 2: beam and column 2

1.0 Brief Description of BuildingIn this project, we are required to design a double-storey bungalow together, carry out structural framing and prepare structural drawings for the bungalow. The project is an integrated component where it involves structural theory, force calculation and basic structural proposal. This project is designed to allow the demonstration of knowledge and understanding of building structure.The bungalow is a 324m2 building which includes spaces such as:

(A) 1 master bedroom with attached study room, wardrobe, and bathroom(B) 1 bedroom with attached bathroom(C) 1 bedroom(D) 1 guest room with attached bathroom(E) 1 maid room(F) 2 bathrooms(G) 2 living room (ground floor and first floor)(H) 1 family theatre(I) 1 double volume dining room(J) 1 dry and wet kitchen(K) 1 laundry area(L) 1 storeroom(M) 1 outdoor covered car porch

building structure project 2: beam and column 3

2.0 Architectural Plan Drawings2.1 Ground Floor Plan (scale 1:150)

building structure project 2: beam and column 4

2.2 First Floor Plan (scale 1:150)

building structure project 2: beam and column 5

2.3 Roof Plan (scale 1:150)

building structure project 2: beam and column 6

3.0 Structural Plan Drawings3.1 Ground Floor Plan (scale 1:150)

building structure project 2: beam and column 7

3.2 First Floor Plan (scale 1:150)

building structure project 2: beam and column 8

3.3 Roof Plan (scale 1:150)

building structure project 2: beam and column 9

4.0 Slab System Analysis (Load Distribution)4.1 Ground Floor Plan (scale 1:150)

building structure project 2: beam and column 10

4.2 First Floor Plan (scale 1:150)

building structure project 2: beam and column 11

4.3 Roof Plan (scale 1:150)

4.4 Identification of Slab SystemFormula to determine slab system:If Ly/Lx >2, one-way slab system;If Ly/Lx ≤2, two-way slab system.

building structure project 2: beam and column 12

5.0 Tributary Area5.1 Ground Floor Plan

building structure project 2: beam and column 13

5.2 First Floor Plan

building structure project 2: beam and column 14

5.3 Roof Plan

building structure project 2: beam and column 15

6.0 Assumption of Dead Load and Live Load6.1 Assumptions on Dead Loads Acting on Structure

(A) Slab self-weight= 0.15 x 24kN/m3

= 3.6kN/m2

(B) Brick wall self-weight= Wall thickness x Wall height x Density= 0.1m x 3.0m x 19kN/m3

= 5.7kN/m

(C) Primary Beam self-weight= Beam size x Concrete density= 0.2m x 0.3m x 24kN/m3

= 1.44kN/m

(D) Secondary Beam self-weight= Beam size x Concrete density= 0.1m x 0.2m x 24kN/m3

= 0.48kN/m

(E) Column self-weight= Column size x Concrete density= 0.3m x 0.3m x 3.0m x 24kN/m3

= 6.48kN*All dead loads (slabs, walls, beams, columns) are assumed to have a standard

size.* Dead load factor: 1.4

6.2 Assumptions on Live Loads Acting on Structure(A) Bedroom :1.5kN/m2

(B) Living Room :4.0kN/m2

(C) Dining Room :2.0kN/m2

(D) Kitchen :3.0kN/m2

(E) Corridor :4.0kN/m2

(F) Bathroom :2.0kN/m2

(G) Study Room :1.5kN/m2

(H) Car Porch :2.0kN/m2

(I) Stairs :1.5kN/m2

(J) Family Area :2.0kN/m2

(K) Store Room :2.5kN/m2

*All assumptions on live loads are referred to 4th schedule of UBBL for live loads per room functions.* Live load factor: 1.6

building structure project 2: beam and column 16

7.0 Individual Components Distribution7.1 Beams

Canisius BongJoyce WeeTan Wing Hoe

building structure project 2: beam and column 17

7.2 Columns

Canisius BongJoyce WeeTan Wing Hoe

building structure project 2: beam and column 18

building structure project 2: beam and column 19

8.0 Appendix

Slab SystemIf Ly/Lx > 2, one-way slab systemIf Ly/Lx ≤ 2, two-way slab system

Beam CalculationBeam self-weight = beam size x density of reinforced concrete

Slab dead load = thickness x density of reinforced concrete x Lx/2 (Trapezoid)= thickness x density of reinforced concrete x Lx/2 x 2/3

(Triangular)

Slab live load = live load (UBBL) x Lx/2 (Trapezoid)= live load (UBBL) x Lx/2 x 2/3 (Triangular)

Brick wall dead load = wall height x thickness x density of bricks

Column CalculationBeam self-weight = beam size x density of reinforced concrete x length

Slab dead load = thickness x density of reinforced concrete x tributary area

Slab live load = live load (UBBL) x tributary area

Brick wall self-weight = thickness x wall height x density of bricks x length

Column self-weight = width x length x height x density of reinforced concrete

building structure project 2: beam and column 20

Assumption of Dead Load and Live LoadAssumptions on Dead Loads Acting on Structure

(F) Slab self-weight= 0.15 x 24kN/m3

= 3.6kN/m2

(G) Brick wall self-weight= Wall thickness x Wall height x Density= 0.1m x 3.0m x 19kN/m3

= 5.7kN/m

(H) Primary Beam self-weight= Beam size x Concrete density= 0.2m x 0.3m x 24kN/m3

= 1.44kN/m

(I) Secondary Beam self-weight= Beam size x Concrete density= 0.1m x 0.2m x 24kN/m3

= 0.48kN/m

(J) Column self-weight= Column size x Concrete density= 0.3m x 0.3m x 3.0m x 24kN/m3

= 6.48kN*All dead loads (slabs, walls, beams, columns) are assumed to have a standard

size.* Dead load factor: 1.4

Assumptions on Live Loads Acting on Structure(L) Bedroom :1.5kN/m2

(M) Living Room :4.0kN/m2

(N) Dining Room :2.0kN/m2

(O) Kitchen :3.0kN/m2

(P) Corridor :4.0kN/m2

(Q) Bathroom :2.0kN/m2

(R) Study Room :1.5kN/m2

(S) Car Porch :2.0kN/m2

(T) Stairs :1.5kN/m2

(U) Family Area :2.0kN/m2

(V) Store Room :2.5kN/m2

*All assumptions on live loads are referred to 4th schedule of UBBL for live loads per room functions.* Live load factor: 1.6

building structure project 2: beam and column 21