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SCHOOL OF ARCHITECTURE, BUILDING & DESIGN BACHELOR OF SCIENCE (HONOURS) (ARCHITECTURE) MODULE : BUILDING STRUCTURES MODULE CODE NUMBER : (ARC 2522/2523) ASSIGNMENT : SKELETON DESIGN OF A R.C. BUILDING

GROUP MEMBERS : 1. TAN MIN CHUEN 0322938 2. CHANG HUEY YI 0322898 3. NG KWANG ZHOU 0322802 4. TEOH JUN XIANG 0322099 5. LIM WOO LEON 0322180 TUTOR : MS. ANN SEE PENG


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GROUND FLOOR PLAN 1 : 150 1. CAR PORCH 2. FOYER 3. LIVING AREA 4. STORE ROOM 5. CORRIDOOR 6. BEDROOM 7. WASHROOM 8. WASHROOM 9. DINING ROOM 10. DRY KITCHEN 11. GYM ROOM 12. WET KITCHEN 13. LAUNDRY

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1895

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1605

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725

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2177

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FIRST FLOOR GROUND PLAN 1 : 150 1. WASHROOM 2. WASHROOM 3. BEDROOM 4. BEDROOM 5. GAME ROOM 6. STUDY AREA / LIBRARY 7. CORRIDOOR 8. BALCONY 9. MASTER BEDROOM 10. WALK-IN WARDROBE 11. WASHROOM

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ROOF PLAN 1 : 150

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GROUND FLOOR STRUCTURAL PLAN (BEAMS) 1 : 150

2095

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3968


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FIRST FLOOR STRUCTURAL PLAN (BEAMS) 1 : 150

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ROOF STRUCTURAL PLAN 1 : 150

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FOUNDATION PLAN 1 : 150

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A GYM ROOM 5.0KN/M2

1895

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WET KITCHEN 3.0KN/M2

DRY KITCHEN 3.0KN/M2

1515

BATHROOM 2.0KN/M2

CORRIDOOR 3.0KN/M2

DINING 2.0KN/M2

UP

725 1605

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BATHROOM 2.0KN/M2

705

2305

C D E

BEDROOM 1.5KN/M2

2177

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CORRIDOOR 2.0KN/M2 LIVING AREA 2.0KN/M2

1680

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2307

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STORE ROOM 5.0KN/M2

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LAUNDRY 2 3.0KN/M

GROUND LIVELOAD PLAN 1 : 150

CORRIDOOR 2 2.0KN/M

FOYER 2 2.0KN/M

CAR PORCH 2.5KN/M2


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A BATHROOM 2.0KN/M2

MASTER BEDROOM 1.5KN/M2

1895

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WALK-IN CLOSET 1.5KN/M2

1515

STUDY AREA / LIBRARY 4.0KN/M2

DN

1605

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725

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H GAME ROOM 1.5KN/M2

BEDROOM 1.5KN/M2

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BEDROOM 1.5KN/M2

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FIRST FLOOR LIVE LOAD PLAN 1 : 150

BATHROOM 2.0KN/M2

BATHROOM 2.0KN/M2

BALCONY 1.5KN/M2

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Design brief 1. Density of materials a) Reinforced concrete: 24 kN/m3 b) Brick masonry: 19 kN/m3

2. Reinforced concrete beam a) Dimensions: 0.15m (W) x 0.35m (D) b) Density of reinforced concrete: 24 kN/m3 c) Self weight of beam = Dimension x density of reinforced concrete = (0.15 x 0.35)m2 x (24 kN/m3) = 1.26 kN/m

3. Reinforced concrete floor slab a) Dimension: 0.12m (Thickness) b) Density of reinforced concrete: 24 kN/m3 c) Self weight of reinforced concrete floor slab = Dimension x density of reinforced concrete = 0.12m x 24 kN/m3 = 2.88 kN/m2

4. Brick masonry wall a) Dimensions: 0.15m (W) x 3.5m (H) b) Density of brickwork: 19 kN/m3 c) Self weight of brick masonry wall = Dimension x density of brickwork = (0.15 x 3.5)m2 x (19 kN/m3) = 9.975 kN/m

5. Reinforced concrete column a) Dimension: 0.3m (W) x 0.3m (L) x 3.5m (H) b) Density of reinforced concrete: 24 kN/m3 c) Self weight of reinforced concrete column = Dimension x density of reinforced concrete = 0.3m x 0.3m x 3.5m x 24 kN/m3 = 7.56 kN

6. Roof a) Dead load: 1.0 kN/m2 b) Live load: 0.5 kN/m2


Teoh Jun Xiang 0322099


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BEAM ANALYSIS REPORT BY TEOH JUN XIANG

1 Beam 9-12/E Structure Slab 9-12/C-E Slab 9-12/E-G Wall Beam TOTAL

Dead Load Analysis 2.88 X (3.01/2) = 4.33 kN/m 2.88 X (2.24/2) = 3.23 kN/m 9.975 kN/m 1.26 kN/m 8.82 kN/m

Ultimate Load

=1.4DL + 1.6LL =1.4(38.82) + 1.6(3.01) =17.17 kN/m

RA= RB =17.17 X 5.89 X (1/2) =50.57 kN/m

Live Load Analysis 2.0 X (3.01/2) = 3.01 kN/m 0 (staircase considered void) — — 3.01 kN/m


2 Beam 9/C-G Structure Slab 9-12/C-E Slab 4-9/C-G Wall Beam TOTAL

Dead Load Analysis 2.88 X (3.01/2) X (2/3) = 2.89 kN/m 2.88 X (4.71/2) = 6.78 kN/m — 1.26 kN/m 12.37 kN/m

Ultimate Load

= 1.4DL + 1.6LL = 1.4(6.78 +2.89 +1.26) + 1.6(7.07) = 29.81 kN/m

Ultimate Load

= 1.4DL + 1.6LL = 1.4(6.78 + 1.26) + 1.6(7.07) = 22.57 kN/m

Live Load Analysis 2.0 X (3.01/2) X (2/3) = 2 kN/m 3.0 X (4.71/2) = 7.07 kN/m — — 9.07 kN/m


ΣMA = 0 0 = 89.75(1.505) +50.57(3.01) + 50.56(4.13) - RB(5.25) RB = (135.04 + 152.22 + 208.81) / 5.25 = 94.49 kN ΣFY = 0 0 = RA - 89.73 - 50.57 - 50.56 + 94.49 RA = 96.37 kN


3 Beam 12/C-G Structure Slab 9-12/C-E Wall Beam TOTAL

Ultimate Load

Dead Load Analysis 2.88 X (3.01/2) X (2/3) = 2.89 kN/m 9.975 kN/m 1.26 kN/m 14.125 kN/m

=1.4DL + 1.6LL =1.4(2.89 + 9.975 + 1.26) + 1.6(2) = 22.98 kN/m

ΣMA = 0 0 = 69.17(1.505) +50.57(3.01) - RB(6.25) RB = (104.10 + 152.22) / 5.25 = 48.82 kN ΣFY = 0 0 = RA - 69.17 - 50.57 + 48.82 RA = 70.92 kN

Live Load Analysis 2.0 X (3.01/2) X (2/3) = 2 kN/m — — 2 kN/m


4

Beam 7-11/C Structure Slab 9-12/C-E Slab 7-11/B-C Slab 4-9/C-G Wall Beam TOTAL

Dead Load Analysis 2.88 X (3.01/2) = 4.33 kN/m 2.88 X (1.9/2) = 2.74 kN/m 2.88 X (4.71/2) X (2/3) = 4.52 kN/m — 1.26 kN/m 12.85 kN/m

Ultimate Load

= 1.4DL + 1.6LL = 1.4(2.74 + 4.52 + 1.26) + 1.6(2.85 + 4.71) = 24.03 kN/m

Ultimate Load

= 1.4DL + 1.6LL = 1.4(2.74 + 4.33 + 1.26) + 1.6(2.85 + 3.01) = 11.04 kN/m

Live Load Analysis 2.0 X (3.01/2) = 3.01 kN/m 2.0 X (1.9/2) = 2.85 kN/m 3.0 X (4.71/2) X (2/3) = 4.71 kN/m — — 10.57 kN/m


ΣMA = 0 0 = 58.63(1.22) +96.37(2.44) + 43.06(4.39) - RB(6.34) RB = (71.53 + 235.14 + 189.03) / 6.34 = 78.19 kN ΣFY = 0 0 = RA - 58.63 -96.37 - 43.06 + 78.19 RA = 119.87 kN


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Column Analysis  by Teoh Jun Xiang 1 Column 11A Structure

Dead Load Analysis Roof Level (3.6+2.03+2.48+2.18)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 13.34 kN (5.7X2.55)m² X 1 kN/m² = 14.54 kN Roof Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           Weight 7.56 kN

Live Load Analysis ‐ (5.7X2.55)m² X 0.5 kN/m² = 7.27 kN ‐

Ultimate Load = 1.4(13.34+7.56+14.54) + 1.6(7.27) =  61.25 kN Structure

First Floor  Level

Dead Load Analysis Live Load Analysis (3.6+2.03+2.48+2.18)m X 0.15m X  Beam ‐ 0.35m X 24 kN/m³ = 13.34 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN [(3.6X2.48)m² X 0.12m X 24 kN/m³] +  [(3.6X2.48)m² X 1.5 kN/m²] +  Slab [(2.03X2.48)m² X 0.12m X 24 kN/m³]   [(2.03X2.48)m² X 1.5 kN/m²] =          = 40.21 kN 20.95 kN [(3.6+2.48+2.03)m² X 0.15m X 3.5m X  Brick Wall ‐ 19 kN/m³] = 80.90 kN Ultimate Load = 1.4(13.34+7.56+40.21+80.90) + 1.6(20.95) + 61.25kN =  293.58 kN Structure

Ground Floor Level

Beam

Dead Load Analysis (3.6+2.03+2.48+2.18)m X 0.15m X  0.35m X 24 kN/m³ = 13.34 kN

Live Load Analysis ‐

[(3.6X2.48)m² X 0.12m X 24 kN/m³] +  [(3.6X2.48)m² X 3.0 kN/m²] +  Slab [(2.03X2.48)m² X 0.12m X 24 kN/m³]   [(2.03X2.48)m² X 3.0 kN/m²]=           = 40.21 kN 41.88 kN [(3.6+2.48)m² X 0.15m X 3.5m X 19  Brick Wall ‐ kN/m³] = 60.65 kN Ultimate Load = 1.4(13.34+40.21+60.65) + 1.6(41.88) + 293.58kN =  520.47 kN N = 0.45 fcu A 520.47kN = 0.45(30) A 520470 = 0.45(30) A A=38553.33 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 11A.


2 Column 11C Structure

Dead Load Analysis Live Load Analysis Roof Level (2.33+3.15+0.9)m X 0.15m X 0.35m X  Beam ‐ 24 kN/m³ = 8.04 kN Roof (4.13X4.95)m² X 1 kN/m² = 20.44 kN (4.43X1.88)m² X 0.5 kN/m² =10.22 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN Ultimate Load = 1.4(8.04+7.56+20.44) + 1.6(10.22) =  66.81 kN Structure

First Floor  Level

Dead Load Analysis Live Load Analysis (2.33+3.15+0.9)m X 0.15m X 0.35m X  Beam ‐ 24 kN/m³ = 8.04 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN [(3.15X2.33)m² X 0.12m X 24 kN/m³]  [(2.33X3.15)m² X 1.5 kN/m²] +  + [(0.9X2.33)m² X 0.12m X 24 kN/m³]  [(0.9X2.33)m² X 1.5 kN/m²] = 9.08 kN Slab = 27.0\19 kN [(2.33+3.15+0.9)m² X 0.15m X 3.5m X  Brick Wall ‐ 19 kN/m³] = 63.64 kN Ultimate Load = 1.4(8.04+7.56+27.19+63.64) + 1.6(14.16) + 66.81N =  238.47 kN Structure

Ground Floor Level

Dead Load Analysis Live Load Analysis (2.25+3.23+3.23+1.05)m X 0.15m X  Beam ‐ 0.35m X 24 kN/m³ = 12.30 kN [(0.38X3.23)m² X 0.12m X 24 kN/m³]  [(0.38X3.23)m² X 3 kN/m²] +  [(1.05X2.25)m² X 3 kN/m²] +  + [(1.05X2.25)m² X 0.12m X 24  kN/m³] + [(1.87X3.23)m² X 0.12m X  [(1.87X3.23)m² X 3 kN/m²] +  Slab 24 kN/m³] + [(2.625X4.28)m² X 0.12m  [(2.63X4.28)m² X 2 kN/m²]=        51.41kN X 24 kN/m³] = 60.11 kN (2.25+3.23+1.05)m² X 0.15m X 3.5m  Brick Wall ‐ X 19 kN/m³ = 65.14 kN Ultimate Load = 1.4(12.3+60.11+65.14) + 1.6(51.41) + 238.47kN =  513.3 kN

N = 0.45 fcu A 513.3kN = 0.45(30) A 513300 = 0.45(30) A A=38022.22 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 11C.


Lim Woo Leon 0322180


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725

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GROUND FLOOR STRUCTURAL PLAN (BEAMS) 1 : 150

2095

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3968


BEAM ANALYSIS BY LIM WOO LEON

1 Beam 10/G-J Structure Slab 8-10/G-J Slab 10-12/G-J Wall Beam TOTAL

Dead Load Analysis 2.88 X (2.74/2) = 3.95 kN/m 2.88 X (2.29/2) = 3.3 kN/m 9.975 kN/m 1.26 kN/m 18.5 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(18.5) + 1.6(5.03) = 33.95 kN/m

RA= RB = (5.46X33.95)/2 = 92.68 kN

Live Load Analysis 2.0 X (2.74/2) =2.74 kN/m 2.0 X (2.29/2) = 2.29 kN/m — — 5.03 kN/m


2 Beam 9-12/G Structure Slab 9-12/E-G

Dead Load Analysis 2.88 X (2.2/2) = 3.17 kN/m

Slab 8-10/G-J

2.88 X (20174/2) X (2/3) = 2.63 kN/m

Slab 10-12/G-J Wall Beam TOTAL

2.88 X (2.29/2) X (2/3) = 2.2 kN/m 9.975 kN/m 1.26 kN/m 19.23 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(3.168+2.63+9.975+1.26) + 1.6(1.83) = 26.78 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(3.168+2.2+9.975+1.26) + 1.6(1.53) = 25.67 kN/m

Live Load Analysis 0 (staircase considered void) 2.0 X (2.74/2) X (2/3) = 1.83 kN/m 2.0 X (2.29/2) X (2/3) = 1.53 kN/m — — 3.36 kN/m


ΣMA = 0 0 = 48.2(0.9) +92.68(1.8) + 105.25(3.85) - RB(5.9) RB = (43.38+166.8+405.2) / 5.9 = 104.3 kN ΣFY = 0 0 = RA - 48.2-92.68-105.25+104.3 RA = 141.83 kN


3 Beam 9-12/J Structure

Dead Load Analysis

Slab 8-10/G-J

2.88 X (2.74/2) X (2/3) = 2.63 kN/m

Slab 10-12/G-J Slab 9-12/J-K Wall Beam TOTAL

2.88 X (2.29/2) X (2/3) = 2.2 kN/m 2.88 X (2.3/2) = 3.312 kN/m 9.975 kN/m 1.26 kN/m 19.38 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(2.63 + 3.31 + 9.975 + 1.26) + 1.6(1.83 + 2.3) = 30.66 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(2.2 + 3.312 + 9.975 + 1.26) + 1.6(1.53 + 2.3) = 29.58 kN/m

Live Load Analysis 2.0 X (2.74/2) X (2/3) = 1.83 kN/m 2.0 X (2.29/2) X (2/3) = 1.53 kN/m 2.88 X (2.3/2) = 2.3 kN/m — — 5.66 kN/m


ΣMA = 0 0 = 43.3(0.9) +92.68(1.8) + 125.87(3.85) - RB(5.9) RB = (38.97+166.82+48.46) / 5.9 = 117.01 kN ΣFY = 0 0 = RA - 43.3 - 92.68 - 125.87 + 117.01 RA = 144.84 kN


4

Beam 7-9/J

Structure Slab 4-8/G-J Slab 4-9/J-K Wall Beam TOTAL

Dead Load Analysis 2.88 X (3.76/2) X (2/3) = 3.61 kN/m 2.88 X (2.3/2) = 3.312 kN/m 9.975 kN/m 1.26 kN/m 18.16 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(18.16) + 1.6(4.81) = 33.12 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(3.312+9.975+1.26) + 1.6(2.3) = 24.05 kN/m

Live Load Analysis 2.0 X (3.76/2) X (2/3) = 2.51 kN/m 2.0 X (2.3/2) = 2.3 kN/m — — 4.81 kN/m


ΣMA = 0 0 = 48.7(0.735) + 107.13(1.47) + 22.61(1.94) - RB(2.41) RB = (35.8+157.48+43.86) / 2.41 = 110.81 kN ΣFY = 0 0 = RA - 48.7-107.13-22.61+110.81 RA = 67.63 kN


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A

B C D E F G H I J K

FIRST FLOOR STRUCTURAL PLAN (COLUMNS) 1 : 150

2095

1995

3968


Column Analysis  by Lim Woo Leon 1 Column 9G Structure

Dead Load Analysis Roof Level (3.7+2.7+1.3+2.85)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 13.3 kN [(4.2X4.6)+(1.1X2)]m² X1 kN/m² =  Roof 21.52 kN (0.3X0.3X3.5)m² X 24 kN/m³ =           Column Self  Weight 7.56 kN

Live Load Analysis ‐ [(4.2X4.6)+(1.1X2)]m² X 0.5 kN/m² =  10.76 kN ‐

Ultimate Load = 1.4(13.3+21.52+7.56) + 1.6(10.76) =  76.55 kN Structure

First Floor  Level

Dead Load Analysis (3.7+2.7+1.3+2.85)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 13.3 kN (0.3X0.3X3.5)m² X 24 kN/m³ =           Column Self  Weight 7.56 kN [(1.3X3.7)m² X 0.12m X 24 kN/m³] +  [(2.7X1.3)m² X 0.12m X 24 kN/m³] +  [(2.7X2.85)m² X 0.12m X 24 kN/m³] +  Slab [(3.7X2.85)m² X 0.12m X 24 kN/m³] =  69.18 kN [(2.7+2.85)m² X 0.15m X 3.5m X 19  Brick Wall kN/m³] = 55.36 kN

Live Load Analysis ‐ ‐ [(1.3X3.7)m² X 1.5 kN/m²] +  [(2.7X1.3)m² X 1.5 kN/m²] +  [(2.7X2.85)m² X 1.5 kN/m²] = 24.01  kN ‐

Ultimate Load = 1.4(13.3+69.18+55.36+7.56) + 1.6(24.01) + 76.55kN =  318.03 kN Structure

Ground Floor Level

Dead Load Analysis (3.5+2.9+3+3.7+2.7+2.7)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 19.98 kN [(1.3X2.7)m² X 0.12m X 24 kN/m³] +  [(2.7X2.7)m² X 0.12m X 24 kN/m³] +  [(2.7X3.5)m² X 0.12m X 24 kN/m³] +  [(3.7X3.5)m² X 0.12m X 24 kN/m³] +  Slab [(2.25X3)m² X 0.12m X 24 kN/m³] +  [((2.25X0.5)+(1.45X0.7))m² X 0.12m X  24kN/m³] = 121.2 kN (2.9)m² X 0.15m X 3.5m X 19 kN/m³ =  Brick Wall 28.9 kN

Live Load Analysis ‐ [(1.3X2.7)m² X 2 kN/m²] +  [(2.7X2.7)m² X 2 kN/m²] +  [(2.7X3.5)m² X 2 kN/m²] +  [(3.7X3.5)m² X 2 kN/m²] +  [(2.25X3)m² X 0 kN/m²] +  [((2.25X0.5)+(1.45X0.7))m² X 0  kN/m²] = 66.4 kN ‐

Ultimate Load = 1.4(19.98+121.2+28.9) + 1.6(66.4) + 318.03kN =  672.97 kN N = 0.45 fcu A 672.97kN = 0.45(30) A 672970 = 0.45(30) A A=49849.63 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 9G.


2 Column 9J Structure

Dead Load Analysis Roof Level (1.3+12.65+1.85+1.25)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 21.48 kN [(3.15X3.75) X 1 kN/m² = 11.8 kN Roof Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           Weight 7.56 kN

Live Load Analysis ‐ [(3.15X3.75) X 0.5 kN/m² = 5.91 kN ‐

Ultimate Load = 1.4(21.48+11.8+75.6) + 1.6(5.91) = 66.63 kN Structure

First Floor  Level

Dead Load Analysis (1.3+12.65+1.85+1.25)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 21.48 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           Weight 7.56 kN [(1.3X1.05)m² X 0.12m X 24 kN/m³] +  [(1.85X2.65)m² X 0.12m X 24 kN/m³]  + [(2.85X1.3)m² X 0.12m X 24 kN/m³]  Slab + [(1.85X1.25)m² X 0.12m X 24  kN/m³] = 22.67 k N [(2.65+1.25+1.85+1.3)m² X 0.15m X  Brick Wall 3.5m X 19 kN/m³] = 3.7 kN

Live Load Analysis ‐ ‐ [(1.3X1.05)m² X 1.5 kN/m²] +  [(1.85X2.65)m² X 1.5 kN/m²] +  [(1.3X2.95)m² X 1.5 kN/m²] +  [(1.25X1.85)m² X 1.5 kN/m²] = 21.44  kN ‐

Ultimate Load = 1.4(21.48+7.56+22.67+3.7) + 1.6(21.44) + 66.63 kN =  178.51 kN Structure

Ground Floor Level

Dead Load Analysis (2.7+2.7+2.9+1.3+1.3)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 13.73 kN [(0.45X2.7)m² X 0.12m X 24 kN/m³] +  [(2.7X2.7)m² X 0.12m X 24 kN/m³] +  [(2.7X1.05)m² X 0.12m X 24 kN/m³] +  Slab [(2.9X1.3)m² X 0.12m X 24 kN/m³] +  [(1.3X1.3)m² X 0.12m X 24 kN/m³] =  48.4 kN (2.7+1.3+1.3)m² X 0.15m X 3.5m X 19  Brick Wall kN/m³ = 54.86 kN

Live Load Analysis ‐ [(0.45X2.7)m² X 2 kN/m²] +  [(2.7X2.7)m² X 2 kN/m²] +  [(2.7X1.05)m² X 2 kN/m²] +  [(2.9X1.3)m² X 2 kN/m²] +  [(1.3X1.3)m² X 2 kN/m²] = 33.6 kN ‐

Ultimate Load = 1.4(13.73+48.4+54.86) + 1.6(33.6) + 178.51 kN =  396.1 kN N = 0.45 fcu A 369.1kN = 0.45(30) A 396100 = 0.45(30) A A=2934.1 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 9J.


Ng Kwang Zhou 0322802


2

1

3 45

6 7

10

8 9

12

11

13

410 2000

1586

605

1086

805

1466

940

1800

2885

A

1895

B

1515 1605

F G

725

D E

705

2305

C

2177

H

1680

I

2307

J K

GROUND FLOOR STRUCTURAL PLAN (BEAMS) 1 : 150

2095

1995

3968


BEAM ANALYSIS REPORT BY NG KWANG ZHOU

1 Beam 1-4/F Structure

Dead Load Analysis

Slab 1-4/D-F

2.88 X (2.2/2) = 3.2 kN/m

Slab 1-4/F-I Wall Beam TOTAL

2.88 X (4.19/2) X (2/3) = 4 kN/m 9.975 kN/m 1.26 kN/m 18.435 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(3.2 + 4 +9.975 + 1.26) + 1.6(2.2 + 2.1) = 32.7 kN/m

RA= RB = 32.7 X4.19 X (1/2) = 68 kN/m

Live Load Analysis 2.0 X (3.01/2) = 3.01 kN/m 1.5 X (4.19/2) X (2/3) = 2.1 kN/m — — 5.11 kN/m


(4.19/2) X 60kN = 125.7 kNm


2 Beam 8/G-J Structure

Dead Load Analysis

Slab 4-8/G-J

2.0 X (3.77/2) = 3.77 kN/m

Slab 8-10/G-J Wall Beam TOTAL

2.88 X (2.74/2) = 3.95 kN/m 9.975 1.26 kN/m 18.96 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(5.42 + 3.95 + 9.975 + 1.26) + 1.6(3.77 + 2.74) = 39.26 kN/m

RA= RB = 39.26 X 6.5 X (1/2) = 127.6 kN/m

(6.5/2) X 127.6 kN = 414.7 kNm

Live Load Analysis 2.88 X (3.77/2) = 5.42 kN/m 2.0 X (2.74/2) = 2.74 kN/m — — 8.16 kN/m


3 Beam 4-9/G Structure

Dead Load Analysis

Slab 4-9/C-G

2.88 X (4.7/2) X (2/3) = 4.5 kN/m

Slab 4-8/G-J

2.88 X (3.77/2) X (2/3) = 3.6 kN/m

Slab 8-10/G-J

2.88 X (2.74/2) X (2/3) = 2.63 kN/m

Wall Beam TOTAL

9.975 1.26 kN/m 21.97 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(4.5 + 3.6 + 9.975 + 1.26) + 1.6(3.13 + 2.51) = 36.1 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(4.5 +2.63 + 9.975 + 1.26) + 1.6(3.13 + 1.83) = 33.6 kN/m

ΣMA = 0 0 = 169.67(2.35) + 127.6(4.7) + 31.58(5.17) - RB(5.64) RB = (398.72 + 600 + 163.27) / 5.64 = 206 kN

Live Load Analysis 2.0 X (4.7/2) X (2/3) = 3.13 kN/m 2.0 X (3.77/2) X (2/3) = 2.51 kN/m 2.0 X (2.74/2) X (2/3) = 1.83 kN/m — — 7.47 kN/m


ΣFY = 0 0 = RA - 169.67 - 127.6 - 31.58 + 206 RA = 122.85 kN

4.7(122.85 + 46.82)/2 + 0.94(174.42 +206)/2 = 398.7 kNm + 178.8 kNm = 577.5 kNm


4 Beam4/E-H Structure

Dead Load Analysis

Slab 1-4/D-F

2.88 X (2.22/2) X (2/3) = 2.13 kN/m

Slab 4-9/C-G

2.88 X (4.7/2) = 6.77 kN/m

Slab 1-4/F-I

2.88 X (4.19/2) = 6 kN/m

Slab 4-8/G-J

2.88 X (3.76/2) = 5.4 kN/m

Wall Beam TOTAL

9.975 1.26 kN/m 31.54 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(6 + 5.4 + 9.975 + 1.26) + 1.6(3.14 + 3.76) = 42.73 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(6 + 6.77 + 9.975 + 1.26) + 1.6(3.14 + 4.7) = 46.14 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(2.13 + 6.77 + 9.975 + 1.26) + 1.6(1.48 + 4.7) = 38.08 kN/m

Live Load Analysis 2.0 X (2.22/2) X (2/3) = 1.48 kN/m 2.0 X (4.7/2) = 4.7 kN/m 1.5 X (4.19/2) = 3.14 kN/m 2.0 X (3.76/2) = 3.76 kN/m — — 13.08 kN/m


ΣMA = 0 0 RB = (54.696 + 196.56 + 65.562 + 292.25 + 175.644) / 3.825 = 205.15 kN ΣFY = 0 0 = RA - 68.37 - 122.85 - 33.45 - 125.7 - 57.12 + 205.15 RA = 202.34 kN

(202.34 + 133.97)(0.8)/2 + (11.12 + 22.33)(0.725)/2 = 134.5 + 12.126 = 146.63 kNm


1

3 45

2

6 7

8 9

10

11

13

12

410 2000

1586

605

1086

805

1466

940

1800

A

B C D E F G H I J K

GROUND FLOOR STRUCTURAL PLAN (COLUMNS) 1 : 150

2095

1995

3968


1

3 45

2

6 7

8 9

10

11

13

12

410 2000

1586

605

1086

805

1466

940

1800

A

B C D E F G H I J K

FIRST FLOOR STRUCTURAL PLAN (COLUMNS) 1 : 150

2095

1995

3968


Column Analysis  by Ng Kwang Zhou 1 Column 6A Structure

Dead Load Analysis Roof Level (3.53+2.85+2.4+2.42)m X 0.15m X  Beam 0.35m X 24 kN/m³ = 14.09 kN (6.38X2.4)m² X 1 kN/m² = 15.312 kN Roof Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           Weight 7.56 kN

Live Load Analysis ‐ (6.38X2.4)m² X 0.5 kN/m² = 7.66 kN ‐

Ultimate Load = 1.4(14.09+7.56+15.312) + 1.6(7.66) =  64 kN Structure

Dead Load Analysis First Floor  (3.53+2.85+2.4+2.42)m X 0.15m X  Beam Level 0.35m X 24 kN/m³ = 14.09 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           Weight 7.56 kN [(3.53X2.4)m² X 0.12m X 24 kN/m³] +  [(2.1X2.4)m² X 0.12m X 24 kN/m³] +  Slab [(0.75X2.4)m² X 0.12m X 24 kN/m³]=  44.09 kN [(3.53+2.85+2.4+2.4)m² X 0.15m X  Brick Wall 3.5m X 19 kN/m³] = 111.52 kN

Live Load Analysis ‐ ‐ [(3.53X2.4)m² X 1.5 kN/m²] +  [(2.1X2.4)m² X 1.5 kN/m²]  +[(0.75X2.4)m² X 1.5 kN/m²]=         348.91 kN ‐

Ultimate Load = 1.4(14.09+7.56+44.09+111.52) + 1.6(22.97) + 64kN =  348.91 kN Structure

Ground Floor Level

Dead Load Analysis Live Load Analysis (3.53+2.85+2.4)m X 0.15m X 0.35m X  ‐ Beam 24 kN/m³ = 11.06 kN [(2.55X2.4)m² X 0.12m X 24 kN/m³] +  [(2.55X2.4)m² X 3 kN/m²] +  Slab [(3.45X2.4)m² X 0.12m X 24 kN/m³]=  [(3.45X2.4)m² X 5 kN/m²] = 59.76 kN 41.48 kN Brick Wall (3.3+2.4+2.7)m² X 0.15m X 3.5m X 19  ‐ Ultimate Load = 1.4(11.06+41.48+83.79) + 1.6(59.76) + 348.91kN =  635.39 kN

N = 0.45 fcu A 635.39kN = 0.45(30) A 635390 = 0.45(30) A A=47065.93 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 6A.


1 Column 7C Structure

Dead Load Analysis Live Load Analysis Roof Level (2.33+2.33+3.23+3.15+1.5+1.5+1.5)m  ‐ Beam X 0.15m X 0.35m X 24 kN/m³ = 19.58  kN (6.45X3.9)m² X 1 kN/m² = 25.16 kN (6.45X3.9)m² X 0.5 kN/m² = 12.58 kN Roof Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN Ultimate Load = 1.4(19.58+7.56+25.16) + 1.6(12.58) = 93.35 kN Structure

Dead Load Analysis Live Load Analysis First Floor  (2.33+2.33+3.23+3.15+1.5+1.5+1.5)m  Level Beam X 0.15m X 0.35m X 24 kN/m³ = 19.58  ‐ kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN [(3.975X2.33)m² X 0.12m X 24  [(3.975X2.33)m² X 1.5 kN/m²] +  kN/m³] + [(2.1X2.33)m² X 0.12m X 24  [(2.33X2)m² X 1.5 kN/m²] +  kN/m³] + [(0.3X2.33)m² X 0.12m X 24  [(0.3X2.33)m² X 1.5 kN/m²] +  kN/m³] + [(0.975X1.5)m² X 0.12m X  [(0.975X1.5)m² X 1.5 kN/m²] +  Slab 24 + [(12.48X1.5)m² X 0.12m X 24  [(2.48X1.5)m² X 4 kN/m²] +  kN/m³] + [(2.4X1.5)m² X 0.12m X 24  [(2.4X1.5)m² X 1.5 kN/m²]= 48.41 kN kN/m³] + [(0.75X1.5)m² X 0.12m X 24  kN/m³]   kN/m³] = 71.29 kN [(2.33+2.33+3.23+3.15+1.5+1.5)m² X  Brick Wall ‐ 0.15m X 3.5m X 19 kN/m³] = 140 kN Ultimate Load = 1.4(19.58+7.56+71.29+140) + 1.6(48.4) + 93.35kN = 504.61 kN Structure

Ground Floor Level

Dead Load Analysis (3.15+3.15+2.33+3.68+1.5+1.5)m X  Beam 0.15m X 0.35m X 24 kN/m³ =           19.29 kN [(0.45X3.15)m² X 0.12m X 24 kN/m³]  + [(1.875X3.15)m² X 0.12m X 24  kN/m³] + [(0.75X1.5)m² X 0.12m X 24  kN/m³] + [(4.73X1.5)m² X 0.12m X 24  Slab + [(1.35X1.5)m² X 0.12m X 24 kN/m³]  + [(3.68X2.33)m² X 0.12m X 24  kN/m³] = 75.28 kN (1.875+2.33+3.68+1.5)m² X 0.15m X  Brick Wall 3.5m X 19 kN/m³ = 93.629 kN

Live Load Analysis ‐ [(0.45X3.15)m² X 3 kN/m²] +  [(1.875X2.15)m² X 3 kN/m²] +  [(0.75X1.5)m² X 2 kN/m²] +  [(4.73X1.5)m² X 3 kN/m²] +  [(1.35X1.5)m² X 2 kN/m²] +  [(3.68X2.33)m² X 5 kN/m²]= 92.43 kN ‐

Ultimate Load = 1.4(19.29+7.56+75.28+93.62) + 1.6(92.43) + 504.61kN = 926.55 kN N = 0.45 fcu A 926.55kN = 0.45(30) A 926550 = 0.45(30) A A=68633.33 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 7C.


Tan Min Chuen 0322938


1

2

3 45

6 7

8 9

10

11

12

13

410 2000

1586

605

1086

805

1466

940

2885

A

1895

B

1515 1605

F G

725

D E

705

2305

C

2177

H

1680

I

2307

J K

FIRST FLOOR STRUCTURAL PLAN (BEAMS) 1 : 150

1800

2095

1995

3968


BEAM ANALYSIS REPORT BY TAN MIN CHUEN

1 Beam 3/A-C Structure Slab 1-3/A-C Slab 3-6/A-C Wall Beam TOTAL

Dead Load Analysis 2.88 X (3.6/2) = 5.16 kN/m 2.88 X (2.1/2) = 3 kN/m 9.975 kN/m 1.26 kN/m 19.4 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(19.4) + 1.6(5.18) = 35.4 kN/m

RA= RB = (35.4 X 4.78)/2 = 84.65 kN 84.65kN X (4.78/2) = 202.3 kNm

Live Load Analysis 2 X (3.6/2) = 3.6 kN/m 1.5 X (2.1/2) = 1.58kN/m — — 5.18kN/m


2 Beam 6/A-C Structure

Dead Load Analysis

Slab 3-6/A-C

2.88 X (2.1/2) = 3 kN/m

Slab 6-11/A-C Wall Beam TOTAL

2.88 X (4.78/2) X (2/3) = 4.59 kN/m 9.975 kN/m 1.26 kN/m 18.8 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(18.8) + 1.6(4) = 32.7 kN/m

RA= RB = 32.7 X 4.78 X (1/2) = 78.15 kN/m 78.15kN X 2.39m = 186.78 kNm

Live Load Analysis 1.5 X (2.1/2) = 1.58 kN/m 1.5 X (4.78/2) X (2/3)= 2.39 kN/m — — 4 kN/m


3 Beam 4/C-E Structure Slab 1-4/C-E Slab 4-7/C-G Wall Beam TOTAL

Dead Load Analysis 2.88 X (3/2) X (2/3) = 2.88 kN/m 2.88 X (2.3/2) = 3.31 kN/m 9.975 kN/m 1.26 kN/m 17.43 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(17.43) + 1.6(6.1) = 38.16 kN/m

RA= RB = 38.16 X 3 X (1/2) = 57.24 kN/m

57.24 kN x 1.5m = 85.86 kNm

Live Load Analysis 1.5 X (3/2) X (2/3) = 1.5 kN/m 4 X (2.3/2) = 4.6 kN/m — — 6.1kN/m


4

Beam 1-7/C Structure Slab 1-4/C-E

Dead Load Analysis 2.88 X (3/2) = 4.32 kN/m

Slab 1-3/A-C

2.88 X (2/3) X (3.586/2) = 3.44 kN/m

Slab 6-11/A-C Wall Beam

2.88 X (4.78/2) = 6.88 kN/m 9.975 kN/m 1.26 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(4.32 + 3.44 + 9.975 + 1.26) + 1.6(6 + 2.39) = 40 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(4.32 + 9.975 + 1.26) + 1.6(6) = 31.38 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(9.975 + 1.26) + 1.6(0) = 15.73 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(6.88 + 9.975 + 1.26) + 1.6(3.585) = 31.1 kN/m

Live Load Analysis 4 X (3/2) = 6 kN/m 2 X (2/3) X (3.586/2) = 2.39 kN/m 1.5 X (4.78/2) = 3.585 kN/m — —


ΣMA = 0 0 =143.44(1.79) + 84.65(3.586) + 18.828(3.586 + 0.3) +57.24(3.586 + 0.6) +

RB

- RB(3.586 + 0.6 + 1.5 + 0.8) = (256.76 + 303.55 + 73.17 + 239.6 + 116.49 + 444.36 + 151.42) / 6.49 = 249.77 kN

ΣFY = 0 0 = RA - 143.44 - 84.65 - 18.828 - 57.24 - 23.6 - 78.15 -24.88 + 249.77 RA = 181 kN


(37.56 kN + 181 kN) X 1.79m = 391.2 kNm


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GROUND FLOOR STRUCTURAL PLAN (COLUMNS) 1 : 150

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3968


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3968


Column Analysis  by Tan Min Chuen 1 Column 4H Structure

Dead Load Analysis Live Load Analysis Roof Level (5.55+2.1+2.33+2.2+4.58+1.5)m X  Beam ‐ 0.15m X 0.35m X 24 kN/m³ = 23.1 kN (5.55X4.6)m² X 1 kN/m² = 25.53 kN (5.55X4.6)m² X 0.5 kN/m² = 12.8 kN Roof Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN Ultimate Load = 1.4(23.1+25.53+7.56) + 1.6(12.8) = 99.15 kN Structure

Dead Load Analysis Live Load Analysis First Floor  (5.55+2.1+2.33+2.2+4.58+1.5)m X  Beam ‐ Level 0.15m X 0.35m X 24 kN/m³ = 23.1 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN [(5.55X4.58)m² X 0.12m X 24 kN/m³]   [(5.55X4.58‐1.5X2.1)m² X 1.5 kN/m²]  Slab = 73.3 kN + [(1.5X2.1)m² X 4 kN/m²] = 46.1 kN [(5.55+2.1+1.5+2.2+2.33)m² X 0.15m  Brick Wall ‐ X 3.5m X 19 kN/m³] = 136.5 kN Ultimate Load = 1.4(23.1+7.56+73.3+136.5) + 1.6(46.1) + 99.15kN =  509.6 kN Structure

Ground Floor Level

Dead Load Analysis Live Load Analysis (4.2+0.13)m X 0.15m X 0.35m X 24  Beam ‐ kN/m³ = 5.46 kN [(4.2X3.3)m² X 0.12m X 24 kN/m³] =  [(4.2X3.3)m² X 1.5 kN/m²] = 20.8 kN Slab 40 kN (4.03)m² X 0.15m X 3.5m X 19 kN/m³  Brick Wall ‐ = 28.9 kN Ultimate Load = 1.4(5.46+40+40.4) + 1.6(20.8) + 509.6kN =  663.1 kN

N = 0.45 fcu A 663.1kN = 0.45(30) A 663100 = 0.45(30) A A=49118.52 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 4H.


2 Column 7J Structure

Dead Load Analysis Roof Level (1.13+0.8)m X 0.15m X 0.35m X 24  Beam kN/m³ = 2.44 kN Roof (4.43X1.88)m² X 1 kN/m² = 8.33 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           Weight 7.56 kN

Live Load Analysis ‐ (4.43X1.88)m² X 0.5 kN/m² = 4.17 kN ‐

Ultimate Load = 1.4(2.44+8.33+7.56) + 1.6(4.17) = 32.34 kN Structure

First Floor  Level

Dead Load Analysis Live Load Analysis (1.13+0.8)m X 0.15m X 0.35m X 24  Beam ‐ kN/m³ = 2.44 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN [(4.43X1.88)m² X 0.12m X 24 kN/m³]   [(2.15X1.88)m² X 1.5 kN/m²] +  Slab = 24.06 kN [(0.8X1.88)m² X 2 kN/m²] = 9.08 kN [(1.88)m² X 0.15m X 3.5m X 19  Brick Wall ‐ kN/m³] = 18.76 kN Ultimate Load = 1.4(2.44+7.56+24.06+18.76) + 1.6(9.08) + 32.34N =  120.82 kN Structure

Ground Floor Level

Dead Load Analysis Live Load Analysis (2.33X0.15X0.35)m X 0.15m X 0.35m  Beam ‐ X 24 kN/m³ = 2.94 kN [(2.33X3.83)m² X 0.12m X 24 kN/m³]  [(2.33X3.83)m² X 1.5 kN/m²] =        Slab = 25.7 kN 13.4 kN (2.33)m² X 0.15m X 3.5m X 19 kN/m³  Brick Wall ‐ = 23.3 kN Ultimate Load = 1.4(2.94+25.7+23.3) + 1.6(13.4) + 120.82kN =  214.98 kN

N = 0.45 fcu A 214.98kN = 0.45(30) A 214980 = 0.45(30) A A=15924.45 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 7J.


Chang Huey Yi 0322898


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725

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2305

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2177

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1680

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2307

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FIRST FLOOR STRUCTURAL PLAN (BEAMS) 1 : 150

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3968


BEAM ANALYSIS REPORT BY CHANG HUEY YI

1 Beam 5/H-I Structure Slab 5-7/H-I Wall Beam TOTAL

Dead Load Analysis 2.88 X (1.9/2) = 2.74 kN/m 9.975 kN/m 1.26 kN/m 13.975 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(2.74 + 9.975 + 1.26) + 1.6(3.8) = 25.7 kN/m

RA= RB = 25.7 X 2.2 X (1/2) = 28.27 kN/m

Live Load Analysis 4.0 X (1.9/2) = 3.8 kN/m — — 3.8 kN/m


2 Beam 4.7/H Structure Slab 4-7/G-H Slab1-5/H-I Slab 5-7/H-I Wall Beam TOTAL

Dead Load Analysis 2.88 X (1.6/2) = 2.31 kN/m 2.88 X (2.2/2) = 3.17 kN/m 2.88 X (1.9/2) X (2/3) = 1.83 kN/m 9.975 1.26 kN/m 21.97 kN/m

Live Load Analysis 1.5 X (1.6/2) = 1.2 kN/m 1.5 X (2.2/2) = 1.65 kN/m 1.5 X (1.9/2) X (2/3) = 0.95 kN/m — — 7.47 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(2.31 + 3.17 + 9.975 + 1.26) + 1.6(1.2 + 1.65) = 28 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(2.31 + 1.83 + 9.975 + 1.26) + 1.6(1.2 + 0.95) = 25 kN/m

ΣMA = 0 0 = 12.5(0.205) + 28.27(0.41) + 27.5(0.96) - RB(1.51) RB = (2.36 + 11.6 + 26.4) / 1.51 = 26.8 kN ΣFY = 0 0 = RA - 11.5 - 28.27 - 27.5 + 26.8


RA = 40.47 kN


3 Beam 1-7/I Structure Slab 1-5/H-I Slab 5-7/H-I Slab 1-7/I-K Wall Beam TOTAL

Dead Load Analysis 2.88 X (2.2/2) = 3.17 kN/m 2.88 X (1.9/2) X (2/3) = 1.83 kN/m 2.88 X (4/2) = 5.76 kN/m 9.975 1.26 kN/m 22 kN/m

Live Load Analysis 1.5 X (2.2/2) = 1.65 kN/m 1.5 X (1.9/2) X (2/3) = 0.95 kN/m 1.5 X (4/2) = 3 kN/m — — 5.6 kN/m

1

Ultimate Load = 1.4DL + 1.6LL = 1.4(3.17 + 5.76 + 9.975 + 1.26) + 1.6(3 + 1.65) = 35.7 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(1.83 + 5.76 + 9.975 + 1.26) + 1.6(3 + 0.95) = 32.7 kN/m

ΣMA = 0 0 = 164.3(2.3) + 28.7(4.6) + 62.13(5.55) - RB(6.5) RB = (377.89 + 132.2 + 344.82) / 6.5 = 131.5 kN


ΣFY = 0 0 = RA - 164.3 - 28.7 - 62.13 + 131.5 RA = 123.63 kN


4 Beam 1/H-K

Structure Slab 1-7/I-K Wall Beam TOTAL

Dead Load Analysis 2.88 X (4/2) X (2/3) = 3.84 kN/m 9.975 1.26 kN/m 15.1 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(9.975 + 1.26) = 15.8 kN/m

Ultimate Load = 1.4DL + 1.6LL = 1.4(3.84 + 9.975 + 1.26) + 1.6(2 ) = 24.31 kN/m

ΣMA = 0 0 = 34.7(1.1) + 123.63(2.2) + 97.24(4.2) - RB(6.2) RB = (38.17 + 272 + 408.41) / 6.5 = 115.9 kN ΣFY = 0

Live Load Analysis 1.5 X (4/2) X (2/3) = 2 kN/m — — 2 kN/m


0 = RA - 34.76 - 123.6 - 97.24 + 115.9 RA = 139.7 kN


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Column Analysis  by Chang Huey Yi 1 Column 1C Structure

Dead Load Analysis Live Load Analysis Roof Level (3.23+2.25+1.58)m X 0.15m X 0.35m  Beam ‐ X 24 kN/m³ = 8.9 kN (3.23X3.83)m² X 1 kN/m² = 12.4 kN (3.23X3.83)m² X 0.5 kN/m² = 6.2 kN Roof Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN Ultimate Load = 1.4(8.9+12.4+7.56) + 1.6(6.2) = 50.33 kN Structure

Dead Load Analysis Live Load Analysis First Floor  (3.23+2.25+1.58)m X 0.15m X 0.35m  Beam ‐ Level X 24 kN/m³ = 8.9 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN [(3.23X3.83)m² X 0.12m X 24 kN/m³]   [(3.23X1.58)m² X 4 kN/m²] +  Slab = 35.63 kN [(3.23X2.25)m² X 2 kN/m²] = 34.95 kN [(3.23+3.83)m² X 0.15m X 3.5m X 19  Brick Wall ‐ kN/m³] = 70.43 kN Ultimate Load = 1.4(8.9+7.56+35.63+70.43) + 1.6(34.95) +50.33kN =  277.78 kN Structure

Ground Floor Level

Dead Load Analysis Live Load Analysis (2.83+2.25+1.58)m X 0.15m X 0.35m  Beam ‐ X 24 kN/m³ = 8.4 kN [(2.83X3.83)m² X 0.12m X 24 kN/m³]  [(2.83X1.58)m² X 2 kN/m²] +  Slab = 31.22 kN [(2.83X2.25)m² X 5 kN/m²] = 40.8 kN (2.83+2.25+1.58)m² X 0.15m X 3.5m  Brick Wall ‐ X 19 kN/m³ = 66.44 kN Ultimate Load = 1.4(8.4+31.22+66.44) + 1.6(40.8) + 277.78kN =  491.55 kN

N = 0.45 fcu A 491.55kN = 0.45(30) A 491500 = 0.45(30) A A=36407.41 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 4H.


2 Column 1K Structure

Dead Load Analysis Live Load Analysis Roof Level (3.23+3.08)m X 0.15m X 0.35m X 24  Beam ‐ kN/m³ = 7.96 kN Roof (3.23X3.08)m² X 1 kN/m² = 9.95 kN (3.23X3.08)m² X 0.5 kN/m² = 4.98 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN Ultimate Load = 1.4(7.96+9.95+7.56) + 1.6(4.98) = 43.63 kN Structure

Dead Load Analysis Live Load Analysis First Floor  (3.23+3.08)m X 0.15m X 0.35m X 24  Beam ‐ Level kN/m³ = 7.96 kN Column Self  (0.3X0.3X3.5)m² X 24 kN/m³ =           ‐ Weight 7.56 kN [(3.23X3.08)m² X 0.12m X 24 kN/m³]   [(3.23X3.08)m² X 2 kN/m²] = 19.9 kN Slab = 28.66 kN [(3.23X3.08)m² X 0.15m X 3.5m X 19  Brick Wall ‐ kN/m³] = 62.95 kN Ultimate Load = 1.4(7.96+28.66+7.56+62.95) + 1.6(19.9) + 43.63 kN =  225.5 kN Structure

Ground Floor Level

Dead Load Analysis (3+3+3.23)m X 0.15m X 0.35m X 24  Beam kN/m³ = 9.23 kN [(3X2.03)m² X 0.12m X 24 kN/m³] +  [(1.2X1.2)m² X 0.12m X 24 kN/m³]=  Slab 21.69 kN (3+1.2)m² X 0.15m X 3.5m X 19  Brick Wall kN/m³ = 41.9 kN

Live Load Analysis ‐ [(3X2.03)m² X 1.5 kN/m²] +  [(1.2X1.2)m² X 5 kN/m²] = 16.34 kN ‐

Ultimate Load = 1.4(9.23+21.69+41.9) + 1.6(16.34) + 225.5kN =  353.6 kN N = 0.45 fcu A 353.6kN = 0.45(30) A 353600 = 0.45(30) A A=26192.6 mm² Suggested column size is 300mmX300mm = 90000mm² Therefore, supposed column is able  to bear the load from column 1K.

BUILDING STRUCTURES  
BUILDING STRUCTURES  
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