structure report final
TRANSCRIPT
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TAYLOR’S UNIVERSITY
STRUCTURAL ANALYSIS OF A BUNGALOW
PROJECT 2
BUILDING STRUCTUREARC 2522 / 2523
Tutor: Mrs. Norita
Student name and ID :
1. Louis De Rozario
1. Roy Yiek Chin Hieng
1. Tristan Yu Tze - Xien
0327136
0317726
0317729
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INTRODUCTIONA CONTEMPORARY DESIGN TWO STOREY BUNGALOW WITH A BUILT UP AREA OF 500 Sq METER. GROUND FLOORCONSISTS OF LIVING HALL, DINING AREA, KITCHEN, ONE BEDOOM, STORE AND TOILET. FIRST FLOOR CONSISTS OF THREEBEDROOM WITH ATTACH BATHROOM, BALCONY, STORE AND AN OPEN AREA.IN A GROUP OF THREE, EACH OF US DIVIDE ZONING AREA TO CARRY OUT STRUCTURAL FRAMING CALCULATION. EACHOF US ANALYSE AT LEAST 6 BEAMS AND 3 COLUMNS AT SELECTED ZONING AREA.
INDIVIDUAL ZONING AREA
PART 2 LOUIS DE ROZARIO
PART 1 ROY YIEK
PART 3TRISTAN YU
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PART 2 LOUIS DE ROZARIO
PART 1 ROY YIEK
PART 3TRISTAN YU
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ROY YIEK CHIN HIENG0317726
CHOOSEN BEAMS 1. FIRST FLOOR 4/A-E2. FIRST FLOOR A/1-33. FIRST FLOOR B/1-34. FIRST FLOOR D/1-35. FIRST FLOOR 3/A-E 6. FIRST FLOOR 3/E-H
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1
2 3 4
5 6
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1. BEAM (FIRST FLOOR 4/A-E)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
1.BEAM (FIRST FLOOR 4/A-E)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 4/A-E )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 4/A-C )
• DEAD LOAD FROM SLAB :
- GRID A-C/3-4
- GRID C-E/3-4
- GRID A-E/4-5
• LIVE LOAD FROM SLAB :
- GRID A-C/3-4
- GRID C-E/3-4
- GRID A-E/4-5
• POINT LOAD AT POINT C/4
1.BEAM (FIRST FLOOR 4/A-E)
BEAM (FIRST FLOOR 4/A-E) CARRIES:
3m 2.6m
A C EDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 4/A-E)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID 4/A-C)
DEAD LOAD FROM SLAB (A-C/3-4)
DEAD LOAD FROM SLAB (C-E/3-4)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.25m/2
= 4.05Kn/m
4.05Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.25m/2
= 4.05Kn/m
4.05Kn/m
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1.BEAM (FIRST FLOOR 4/A-E)
3m 2.6m
A C EDEAD LOAD FROM SLAB (A-E/4-5)
7.11Kn/m
33.6Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 3.95m/2
= 7.11Kn/m
17.64Kn/m
ULTIMATE DEAD LOAD
A-C : 24Kn/m x 1.4 = 33.6Kn/m
C-E : 12.6Kn/m x 1.4 = 17.64Kn/m
LIVE LOAD FROM SLAB (A-C/3-4)
LIVE LOAD FROM SLAB (C-E/3-4)
Toilet = 2.0Kn/m2 2.25Kn/m
(Toilet factor) x (Lx/2)
= 2.0Kn/m2 x 2.25m/2
= 2.25Kn/m
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2.25m/2
= 1.69Kn/m
Bedroom = 1.5Kn/m2
TOTAL DEAD LOAD
A-C : (1.44+11.4+4.05+7.11)Kn/m = 24Kn/m
C-E : ( 1.44+4.05+7.11)Kn/m = 12.6Kn/m
1.69Kn/m
LIVE LOAD FROM SLAB (A-E/4-5)
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 3.95m/2
= 2.96Kn/m
Bedroom = 1.5Kn/m2 2.96Kn/m
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1.BEAM (FIRST FLOOR 4/A-E)
8.34Kn/m7.44Kn/mULTIMATE LIVE LOAD
A-C : 5.21Kn/m x 1.6 = 8.34Kn/m
C-E : 4.65Kn/m x 1.6 = 7.44Kn/m
TOTAL LIVE LOAD
A-C : (2.25+2.96)Kn/m = 5.21Kn/m
C-E : (1.69+2.96)Kn/m = 4.65Kn/m
3m 2.6m
A C E
ULTIMATE LOAD
A-C : (33.6+8.34) = 41.94Kn/m
C-E : (17.64+7.44) = 25.08Kn/m
Point load at C/4 : 33.47 Kn (refer to page 23)
41.94Kn/m25.08Kn/m
Point load from C/433.47Kn
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1.BEAM (FIRST FLOOR 4/A-E)
41.94Kn/m25.08Kn/m
3m 2.6m
A C E
33.47Kn
Ra Re
M = 0
= (5.6)(Ra) – (125.82)(4.1) – (33.47)(2.6) – (65.21)(1.3)
= 5.6Ra – 515.86 – 87.02 – 84.77
= 5.6Ra – 687.65
5.6Ra = 687.65 Kn
Ra = 122.79 Kn
F = 0
= Re + Ra – (41.94 x 3) – 33.47 – (25.08 x 2.6)
= Re + 122.79 – 224.5
= Re – 101.71Kn
Re = 101.71Kn
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1.BEAM (FIRST FLOOR 4/A-E)
41.94Kn/m25.08Kn/m
3m 2.6m
A C E
33.47Kn
Ra= 122.79Kn Re= 101.71Kn
122.79 Kn
- 36.5 Kn
0 Kn -3.03 Kn
-101.71 Kn
0 Kn
(3.03 x 0.072 / 2) + (36.5 x 2.6) + (65.21 x 2.6 / 2)
= 179.89Kn/m
= 180Kn/m
X/3 = 3.03/(3.03+122.79)
X = 0.072
3.03
122.79
3
x
180Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
122.79 x (3 - 0.072) / 2
= 179.76Kn/m
=180Kn/m
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SECONDARY BEAM (FIRST FLOOR C/3-4)
SECONDARY BEAM (FIRST FLOOR C/3-4)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
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SECONDARY BEAM (FIRST FLOOR C/3-4)
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID C/3-4 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID C/3-4 )
• DEAD LOAD FROM SLAB :
- GRID A-C/3-4
- GRID C-E/3-4
• LIVE LOAD FROM SLAB :
- GRID A-C/3-4
- GRID C-E/3-4
2.25m3 4DEAD LOAD FROM BEAM SELF WEIGHT
(GRID C/3-4)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID 4/A-C)
DEAD LOAD FROM SLAB (A-C/3-4)
DEAD LOAD FROM SLAB (C-E/3-4)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.25m/2 x 2/3
= 2.7Kn/m
2.7Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.25m/2 x 2/3
= 2.7 Kn/m
2.7Kn/m
SECONDARY BEAM (FIRST FLOOR C/3-4)
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2.25m3 4TOTAL DEAD LOAD
25.54Kn/m
1.5Kn/m
3-4 : (1.44+11.4+2.7+2.7)Kn/m = 18.24Kn/m
1.13Kn/m
SECONDARY BEAM (FIRST FLOOR C/3-4)
ULTIMATE DEAD LOAD
18.24Kn/m x 1.4 = 25.54Kn/m
LIVE LOAD FROM SLAB (A-C/3-4)
LIVE LOAD FROM SLAB (C-E/3-4)
Toilet = 2.0Kn/m2
(Toilet factor) x (Lx/2) x 2/3
= 2.0Kn/m2 x 2.25m/2 x 2/3
= 1.5Kn/m
(Bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 2.25m/2 x 2/3
= 1.13Kn/m
Bedroom = 1.5Kn/m2
TOTAL LIVE LOAD
3-4 : (1.5+1.13)Kn/m = 2.63Kn/m
ULTIMATE LIVE LOAD
2.63Kn/m x 1.6 = 4.21Kn/m
4.21Kn/m
ULTIMATE LOAD
29.75Kn/m
25.54Kn/m + 4.21Kn/m = 29.75Kn/m
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29.75Kn/m
2.25m
3 4
Ra Rb
Ra = POINT LOAD AT C/4
=(29.75Kn/m x 2.25m) / 2
= 33.47Kn
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2. BEAM (FIRST FLOOR A/1-3)
2. BEAM (FIRST FLOOR A/1-3)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
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2. BEAM (FIRST FLOOR A/1-3)
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID A/1-3 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID A/1-3 )
• DEAD LOAD FROM SLAB :
- GRID A-B/1-2
- GRID A-B/2-3
• LIVE LOAD FROM SLAB :
- GRID A-B/1-2
- GRID A-B/2-3
• POINT LOAD AT POINT A/2
2. BEAM (FIRST FLOOR A/1-3) CARRIES:
2.59m 1.11m
1 2 3DEAD LOAD FROM BEAM SELF WEIGHT
(GRID A/1-3)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID A/1-3)
DEAD LOAD FROM SLAB (A-B/1-2)
DEAD LOAD FROM SLAB (A-B/2-3)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.1m/2
= 3.78Kn/m
3.78Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 1.11m/2 x 2/3
= 1.33Kn/m
1.33Kn/m
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2. BEAM (FIRST FLOOR A/1-3)
2.59m 1.11m1 2 3
TOTAL DEAD LOAD
1-2 : (1.44 + 11.4 + 3.78) Kn/m = 16.62Kn/m
2-3 : (1.44 + 11.4 + 1.33) Kn/m = 14.17Kn/m 23.27Kn/m19.84Kn/m
ULTIMATE DEAD LOAD
1-2 : 16.62Kn/m x 1.4 = 23.27Kn/m
2-3 : 14.17Kn/m x 1.4 = 19.84Kn/m
LIVE LOAD FROM SLAB (A-B/1-2)
LIVE LOAD FROM SLAB (A-B/2-3)
2.1Kn/mToilet = 2.0Kn/m2
(Toilet factor) x (Lx/2)
= 2.0Kn/m2 x 2.1m/2
= 2.1Kn/m
0.56Kn/mBedroom = 1.5Kn/m2
(Bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 1.11m/2 x 2/3
= 0.56Kn/m
3.36Kn/m0.9Kn/m
TOTAL LIVE LOAD
1-2 : 2.1Kn/m
2-3 : 0.56Kn/m
1-2 : 2.1Kn/m x 1.6 = 3.36Kn/m
2-3 : 0.56Kn/m x 1.6 = 0.9kn/m
ULTIMATE DEAD LOAD
ULTIMATE LOAD
1-2 : (23.27+3.36) = 26.63Kn/m
2-3 : (19.84+0.9) = 20.74Kn/m
Point load at A/2 : 29.26 Kn (refer to page 32)
26.63Kn/m20.74Kn/m
Point load from A/229.26Kn
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2. BEAM (FIRST FLOOR A/1-3)
2.59m 1.11m
1 2 3
26.63Kn/m
20.74Kn/m
Point load from A/229.26Kn
R1 R3
M = 0
= (3.7)(R1) – (68.97)(2.41) – (29.26)(1.11) – (23.02)(0.56)
= 3.7R1 – 166.22 – 32.48 – 12.89
= 3.7R1 – 211.59
3.7R1 = 211.59Kn
R1 = 57.19Kn
F = 0
= R1 + R3 – (26.63 x 2.59) – 21.26 – (20.74 x 1.11)
= 57.19 + R3 - 68.97 – 29.26 – 23.02
= R3 – 64.06Kn
R3 = 64.06Kn
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26.63Kn/m20.74Kn/m
2.59m 1.11m
1 2 3
29.26Kn
R1= 57.19Kn R3= 64.06Kn
57.19 Kn
-41.06Kn
0 Kn -11.80 Kn
--64.06\Kn
0 Kn
(11.8 x 0.44 / 2) + (41.06 x 1.11) + (23 x 1.11 / 2)
= 60.94Kn/m
=61 Kn/m
X/2.59 = 11.8/(11.8+57.19)
X = 0.44
11.8
57.19
2.59
x
61Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
2. BEAM (FIRST FLOOR A/1-3)
(57.19 x (2.59 – 0.44) / 2
= 61.48Kn/m
=61 Kn/m
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SECONDARY BEAM (FIRST FLOOR 2/A-B)
SECONDARY BEAM (FIRST FLOOR 2/A-B)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
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SECONDARY BEAM (FIRST FLOOR 2/A-B)
SECONDARY BEAM (FIRST FLOOR 2/A-B)
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 2/A-B )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 2/A-B )
• DEAD LOAD FROM SLAB :
- GRID A-B/1-2
- GRID A-B/2-3
• LIVE LOAD FROM SLAB :
- GRID A-B/1-2
- GRID A-B/2-3
2.1mA BDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 2/A-B)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID 4/A-C)
DEAD LOAD FROM SLAB (A-B/1-2)
DEAD LOAD FROM SLAB (A-B/2-3)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.1m/2 x 2/3
= 2.52Kn/m
2.52Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 1.11m/2
= 2Kn/m
2Kn/m
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2.1mA B
TOTAL DEAD LOAD
A–B : 17.36Kn/m x 1.4 = 24.3 Kn/m
24.3Kn/m
ULTIMATE DEAD LOAD
LIVE LOAD FROM SLAB (A-B/1-2)
LIVE LOAD FROM SLAB (A-B/2-3)
1.4Kn/mToilet = 2.0Kn/m2
(Toilet factor) x (Lx/2) x 2/3
= 2.0Kn/m2 x 2.1m/2 x 2/3
= 1.4Kn/m
Bedroom = 1.5Kn/m2
(bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 1.11m/2
= 0.83Kn/m
3.57Kn/m
ULTIMATE LOAD
A-B : 24.3Kn/m + 3.57Kn/m = 27.87 Kn/m
27.87Kn/m
SECONDARY BEAM (FIRST FLOOR 2/A-B)
A-B : (1.44 + 11.4 + 2.52 + 2) Kn/m = 17.36Kn/m
0.83Kn/m
TOTAL LIVE LOAD
A–B : 2.23Kn/m x 1.6 = 3.57Kn/m
ULTIMATE LIVE LOAD
A-B : (1.4 + 0.83) Kn/m = 2.23Kn/m
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SECONDARY BEAM (FIRST FLOOR 2/A-B)
2.1m
A B
27.87Kn/m
Ra Rb
Point load at A/2 and B/2 = Ra = Rb
Ra = 27.87Kn/m x 2.1m/2 = 29.26 Kn
Point load from B/2= 29.26Kn
Point load from A/2= 29.26Kn
Point load from A/2 Point load from B/2
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3. BEAM (FIRST FLOOR B/1-3)
3. BEAM (FIRST FLOOR B/1-3)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID B/1-3 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID B/1-2 )
• DEAD LOAD FROM SLAB :
- GRID A-B/1-2
- GRID A-B/2-3
- GRID B-D/1-3
• LIVE LOAD FROM SLAB :
- GRID A-B/1-2
- GRID A-B/2-3
- GRID B-D/1-3
• POINT LOAD AT B/2
2.59m1 3DEAD LOAD FROM BEAM SELF WEIGHT
(GRID B/1-3)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID B/1-2)
DEAD LOAD FROM SLAB (A-B/1-2)
DEAD LOAD FROM SLAB (A-B/2-3)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.1m / 2
= 3.78Kn/m
3.78Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 1.11m / 2 x 2/3
= 1.33 Kn/m
1.33Kn/m
BEAM (FIRST FLOOR B/1-3) CARRIES:
21.11m
3. BEAM (FIRST FLOOR B/1-3)
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2.59m3
4.68Kn/m
29.82Kn/m
DEAD LOAD FROM SLAB (B-D/1-3)
LIVE LOAD FROM SLAB (A-B/1-2)
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.6m / 2
= 4.68Kn/m
0.56Kn/m
21.11m
3. BEAM (FIRST FLOOR B/1-3)
1
TOTAL DEAD LOAD
1–2 : 21.3Kn/m x 1.4 = 29.82 Kn/m
2-3 : 7.45Kn/m x 1.4 = 10.43 Kn/m
ULTIMATE DEAD LOAD
1-2 : (1.44 + 11.4 + 3.78 + 4.68)Kn/m = 21.3 Kn/m
2-3 : (1.44 + 1.33 + 4.68) = 7.45 Kn/m 10.43Kn/m
Toilet = 2.0 Kn/m2
(Toilet factor) x (Lx/2)
= 2.0Kn/m2 x 2.1m / 2
= 2.1Kn/m
2.1Kn/m
LIVE LOAD FROM SLAB (A-B/2-3)
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 1.11m /2 x 2/3
= 0.56Kn/m
LIVE LOAD FROM SLAB (B-D/1-3)
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2.6m /2
= 1.95Kn/m
1.95Kn/m
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3. BEAM (FIRST FLOOR B/1-3)
2.59m3
6.48Kn/m
21.11m
1TOTAL LIVE LOAD
1–2 : 4.05Kn/m x 1.6 = 6.48 Kn/m
2-3 : 2.51 Kn/m x 1.6 = 4.02 Kn/m
ULTIMATE LIVE LOAD
1-2 : (2.1 + 1.95)Kn/m = 4.05 Kn/m
2-3 : (0.56 + 1.95) = 2.51 Kn/m 4.02Kn/m
1–2 : 29.82Kn/m + 6.48 Kn/m = 36.3Kn/m
2-3 : 10.43Kn/m + 4.02 Kn/m = 14.45Kn/m
Point load at B/2 = 29.26Kn (refer to page 42)
ULTIMATE LOAD 36.3Kn/m14.45Kn/m
Point load from B/229.26Kn
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M = 0
= (3.7)(R1) – (94.02)(2.41) – (29.26)(1.11) – (16.04)(0.56)
= 3.7R1 – 226.59 – 32.48 – 8.98
= 3.7R1 – 268.05
3.7R1 = 268.05 Kn
R1 = 72.45 Kn
F = 0
= R1 + R3 – (36.3 x 2.59) – 29.26 – (14.45 x 1.11)
= 72.45+ R3 – 94.02 – 29.26 – 16.04
= R3 – 66.87Kn
R3 = 66.87Kn
2.59m32
1.11m
1
36.3Kn/m14.45Kn/m
Point load from B/229.26Kn
R1 R3
3. BEAM (FIRST FLOOR B/1-3)
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72.45 Kn
-50.83Kn
0 Kn-21.56 Kn
-66.87Kn
0 Kn
(21.56 x 0.59/ 2) + (50.83 x 1.11) + (16.04 x 1.11 / 2)
= 71.68 Kn/m
= 72 Kn/m
X/2.59 = 21.56/(21.56+72.45)
X = 0.59
21.56
72.45
2.59
x
72Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
72.45 x (2.59-0.59)/ 2
= 72.45 Kn/m
= 72 Kn/m
2.59m32
1.11m1
36.3Kn/m14.45Kn/m
Point load from B/229.26Kn
R1=72.45Kn
R3=66.87Kn
3. BEAM (FIRST FLOOR B/1-3)
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4. BEAM (FIRST FLOOR D/1-3)
FIRST FLOOR BEAM &
COLUMN LAYOUT
4.BEAM (FIRST FLOOR D/1-3)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
FIRST FLOOR PLAN
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4.BEAM (FIRST FLOOR D/1-3)
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID D/1-3 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID D/1-2 )
• DEAD LOAD FROM SLAB :
- GRID B-D/1-3
- GRID D-F/1-3
• LIVE LOAD FROM SLAB :
- GRID B-D/1-3
- GRID D-F/1-3
2.59m1 3DEAD LOAD FROM BEAM SELF WEIGHT
(GRID D/1-3)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID D/1-2)
DEAD LOAD FROM SLAB (B-D/1-3)
DEAD LOAD FROM SLAB (D-F/1-3)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.6m / 2
= 4.68Kn/m
4.68Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.15m / 2
= 3.87 Kn/m
3.87Kn/m
BEAM (FIRST FLOOR D/1-3) CARRIES:
21.11m
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4.BEAM (FIRST FLOOR D/1-3)
2.59m3
29.95Kn/m
LIVE LOAD FROM SLAB (B-D/1-3)
1.61Kn/m
21.11m
1TOTAL DEAD LOAD
1–2 : 21.39Kn/m x 1.4 = 29.95Kn/m
2-3 : 9.99Kn/m x 1.4 = 13.99 Kn/m
ULTIMATE DEAD LOAD
1-2 : (1.44 + 11.4 + 3.87 + 4.68)Kn/m = 21.39 Kn/m
2-3 : (1.44 + 4.68 + 43.87) = 9.99 Kn/m
13.99Kn/m
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2.6m / 2
= 1.95Kn/m
1.95Kn/m
LIVE LOAD FROM SLAB (D-F/1-3)
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2.15m /2
= 1.61Kn/m
5.7Kn/m
TOTAL LIVE LOAD
1–3 : 3.56 Kn/m x 1.6 = 5.7 Kn/m
ULTIMATE LIVE LOAD
1-3 : (1.95 + 1.61)Kn/m = 3.56 Kn/m
1–2 : 29.95Kn/m + 5.7Kn/m = 35.65Kn/m
2-3 : 13.99 Kn/m + 5.7Kn/m = 19.69Kn/m
ULTIMATE LOAD19.69Kn/m
35.65Kn/m
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4.BEAM (FIRST FLOOR D/1-3)
M = 0
= (3.7)(R1) – (95.33)(2.41) – (21.86)(0.56)
= 3.7R1 – 229.74 – 12.24
= 3.7R1 – 241.98
3.7R1 = 241.98 Kn
R1 = 65.4 Kn
F = 0
= R1 + R3 – (35.65 x 2.59) – (19.69 x 1.11)
= 65.64 + R3 – 95.33 – 21.86
= R3 – 51.55Kn
R3 = 51.55Kn
2.59m32
1.11m
1
35.65Kn/m
19.69Kn/m
R1 R3
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65.4 Kn
0 Kn
-29.52 Kn
-51.55Kn
0 Kn
(29.52 x 0.81/ 2) + (29.52 x 1.11) + (22.03 x 1.11 / 2)
= 56.95 Kn/m
= 57 Kn/m
X/2.59 = 29.52/(29.52+65.4)
X = 0.81
29.52
65.4
2.59
x
58Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
65.4 x (2.59-0.81)/ 2
= 58.21 Kn/m
= 58 Kn/m
2.59m32
1.11m1
36.65Kn/m19.69Kn/m
R1=65.4Kn
R3=51.55Kn
4.BEAM (FIRST FLOOR D/1-3)
Difference less than 5.
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5. BEAM (FIRST FLOOR 3/A-E)
FIRST FLOOR BEAM &
COLUMN LAYOUT
5.BEAM (FIRST FLOOR 3/A-E)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
FIRST FLOOR PLAN
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5.BEAM (FIRST FLOOR 3/A-E)
5. BEAM (FIRST FLOOR 3/A-E) CARRIES :
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 3/A-E )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 3/A-E )
• DEAD LOAD FROM SLAB :
- GRID A-B/2-3
- GRID A-C/3-4
- GRID B-D/1-3
- GRID C-E/3-4
- GRID D-E/1-3
• LIVE LOAD FROM SLAB :
- GRID A-B/2-3
- GRID A-C/3-4
- GRID B-D/1-3
- GRID C-E/3-4
- GRID D-E/1-3
• POINT LOAD AT
- B/3 (refer to page x)
- C/3 (refer to page x)
- D/3 (refer to page x)
2.1m
ADEAD LOAD FROM BEAM SELF WEIGHT
(GRID 3/A-E)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID 3/A-E)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x
(Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
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B C D E
0.9m 1.7m 0.9m
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5.BEAM (FIRST FLOOR 3/A-E)
2.1m
ADEAD LOAD FROM SLAB (GRID A-B/2-3)
2Kn/m
4.05Kn/m
B C D E
0.9m 1.7m 0.9m(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 1.11m / 2
= 2Kn/m
DEAD LOAD FROM SLAB (GRID A-C/3-4)
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.25m / 2
= 4.05Kn/m
DEAD LOAD FROM SLAB (GRID B-D/1-3)
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.6m /2 x 2/3
= 3.12Kn/m
3.12Kn/m
DEAD LOAD FROM SLAB (GRID C-E/3-4)
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.25m /2
= 4.05Kn/m
4.05Kn/m
DEAD LOAD FROM SLAB (GRID D-E/1-3)
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.15m /2 X 2/3
= 2.58Kn/m
2.58Kn/m
TOTAL DEAD LOAD
A-B : (1.44 + 11.4 + 2 + 4.05)Kn/m = 18.89 Kn/m
B-C : (1.44 + 11.4 + 4.05 + 3.12) Kn/m = 20.01 Kn/m
C-D : (1.44 + 11.4 + 3.12 + 4.05) Kn/m = 20.01 Kn/m
D-E : (1.44 + 11.4 + 4.05 + 2.58) Kn/m = 19.47 Kn/m
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5.BEAM (FIRST FLOOR 3/A-E)
ULTIMATE DEAD LOAD
A-B : 18.89 Kn/m x 1.4 = 26.45Kn/m
B-C : 20.01 Kn/m x 1.4 = 28.14 Kn/m
C-D : 20.01 Kn/m x 1.4 = 28.14 Kn/m
D-E : 19.47 Kn/m x 1.4 = 27.26 Kn/m
2.1m
A
26.45Kn/m
B C D E
0.9m 1.7m 0.9m
28.14Kn/m27.26Kn/m
2.25Kn/m
1.3Kn/m
1.69Kn/m
1.08Kn/m
LIVE LOAD FROM SLAB (A-B/2-3)
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 1.11m / 2
= 0.83Kn/m
0.83Kn/m
LIVE LOAD FROM SLAB (A-C/3-4)
Toilet = 2.0 Kn/m2
(toilet factor) x (Lx/2)
= 2Kn/m2 x 2.25m / 2
= 2.25Kn/m
LIVE LOAD FROM SLAB (B-D/1-3)
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 2.6m /2 x 2/3
= 1.3Kn/m
LIVE LOAD FROM SLAB (C-E/3-4)
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2.25m /2
= 1.69Kn/m
LIVE LOAD FROM SLAB (D-E/1-3)
Bedroom = 1.5 Kn/m2
(bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 2.15m /2 x 2/3
= 1.08Kn/m
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5.BEAM (FIRST FLOOR 3/A-E)
ULTIMATE LIVE LOAD
A-B : 3.08Kn/m x 1.6 = 4.91 Kn/m
B-C : 3.55Kn/m x 1.6 = 5.68 Kn/m
C-D : 2.99Kn/m x 1.6 = 4.78 Kn/m
D-E : 2.77Kn/m x 1.6 = 4.43 Kn/m
2.1m
A
4.91Kn/m
B C D E
0.9m 1.7m 0.9m
TOTAL LIVE LOAD
A-B : (0.83 + 2.25)Kn/m = 3.08 Kn/m
B-C : (2.25 + 1.3) Kn/m = 3.55 Kn/m
C-D : (1.3 + 1.69) Kn/m = 2.99 Kn/m
D-E : (1.69 + 1.08) Kn/m = 2.77 Kn/m
5.68Kn/m
4.78Kn/m4.43Kn/m
ULTIMATE LOAD
A-B : (26.45 + 4.91) Kn/m = 31.36 Kn/m
B-C : (28.14 + 5.68) Kn/m = 33.82 Kn/m
C-D : (28.14 + 4.78) Kn/m = 32.92 Kn/m
D-E : (24.26 + 4.43) Kn/m = 28.69 Kn/m
Point load at B/3 = 66.87Kn (refer to page 47)
Point load at C/3 = 33.47Kn (refer to page 55)
Point load at D/3 = 51.55Kn (refer to page 42)
31.36Kn/m
33.82Kn/m
32.92Kn/m 28.69
Kn/m
66.87Kn 33.47Kn 51.55Kn
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5.BEAM (FIRST FLOOR 3/A-E)
2.1m
A B C D E
0.9m 1.7m 0.9m
31.36Kn/m
33.82Kn/m
32.92Kn/m 28.69
Kn/m
66.87Kn 33.47Kn 51.55Kn
M = 0
= (5.6)(Ra) – (31.36 x 2.1)(4.55) – (66.87)(3.5) – (33.82 x 0.9)(3.05) –(33.47)(2.6) – (32.92 x 1.7)(1.75) – (51.55)(0.9) – (28.69 x 0.9)(0.45)
= 5.6Ra – 299.64 – 234.04 – 92.84 – 87.02 – 97.94 – 46.40 – 11.62
= 5.6Ra – 869.5
5.6Ra = 869.5 Kn
Ra = 155.27 Kn
F = 0
= Ra + Re – (31.36 x 2.1) – 66.87 – (33.82 x 0.9) – 33.47 – (32.92 x 1.7) –51.55 - (28.69 x 0.9)
= 155.27 + Re – 65.86 – 66.87 – 30.44 – 33.47 – 55.96 – 51.55 – 25.82
= Re – 174.7Kn
Re = 174.7Kn
5.6m
Ra Re
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5.BEAM (FIRST FLOOR 3/A-E)
2.1m
A B C D E
0.9m 1.7m 0.9m
31.36Kn/m
33.82Kn/m
32.92Kn/m 28.69
Kn/m
66.87Kn 33.47Kn 51.55Kn
Ra=155.27Kn
Re = 174.7Kn
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
155.27 Kn
0 Kn -7.89 Kn
-174.7Kn
0 Kn
89.41Kn
22.54Kn
-41.36 Kn
-97.33 Kn
-148.88 Kn
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5.BEAM (FIRST FLOOR 3/A-E)
155.27 Kn
0 Kn -7.89 Kn
-174.7Kn
0 Kn
89.41Kn
22.54Kn
-41.36 Kn
-97.33 Kn
-148.88 Kn
2.1m
A B C D E
0.9m 1.7m 0.9m
a
b
c d
e
f
g
hArea of :
(155.27-89.41) x 2.1 / 2
=69.15
a
c
d
e
f
g
h
bArea of :
89.41 x 2.1
= 187.76
c
d
0.9m
22.54
7.89
x0.9 – x
x / 0.9-x = 7.89 / 22.54
7.1-7.89x = 22.54x
30.43x = 7.1
x = 0.23
Area of :
22.54 x (0.9 - 0.23) / 2
= 7.55
Area of :
(148.88 - 41.36) x 0.9
=96.77
Area of :
7.89 x 0.23/ 2
= 0.91
Area of :
41.36 x 2.6
= 107.54
Area of :
(97.33 - 41.36) x 1.7 / 2
= 47.57
Area of :
(174.7 – 148.88) x 0.9 / 2
=11.62
BENDING MOMENT
DIAGRAM
a + b + c
= 264.46
=264.4
d + e + f + g + h
= 264.41
=264.4
264.4Kn/m
ROY YIEK CHIN HIENG 0317726
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6. BEAM (FIRST FLOOR E/3-4)
FIRST FLOOR BEAM &
COLUMN LAYOUT
6.BEAM (FIRST FLOOR E/3-4)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM
FIRST FLOOR PLAN
ROY YIEK CHIN HIENG 0317726
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID E/3-4 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID E/3-4 )
• DEAD LOAD FROM SLAB :
- GRID C-E/3-4
- GRID E-G/3-5
• LIVE LOAD FROM SLAB :
- GRID C-E/3-4
- GRID E-G/3-5
6. BEAM (FIRST FLOOR E/3-4) CARRIES:
2.25m3 4DEAD LOAD FROM BEAM SELF WEIGHT
(GRID A/1-3)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID A/1-3)
DEAD LOAD FROM SLAB (C-E/3-4)
DEAD LOAD FROM SLAB (E-G/3-5)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.25m/2 x 2/3
= 2.7Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.5m/2
= 4.5Kn/m
ROY YIEK CHIN HIENG 0317726
6.BEAM (FIRST FLOOR E/3-4)
2.7Kn/m
4.5Kn/m
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6.BEAM (FIRST FLOOR E/3-4)
2.25m3 4
TOTAL DEAD LOAD
A–B : 20.04Kn/m x 1.4 = 28.06 Kn/m
28.06Kn/m
ULTIMATE DEAD LOAD
LIVE LOAD FROM SLAB (C-E/3-4)
LIVE LOAD FROM SLAB (E-G/3-5)
1.13Kn/m
Corridor = 4.0Kn/m2
(corridor factor) x (Lx/2)
= 4.0Kn/m2 x 2.5m/2
= 5Kn/m
Bedroom = 1.5Kn/m2
(bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 2.25m/2 x 2/3
= 1.12Kn/m
9.81Kn/m
ULTIMATE LOAD
A-B : 28.06Kn/m + 9.81Kn/m = 37.87 Kn/m
37.87Kn/m
3-4 : (1.44 + 11.4 + 2.7 + 4.5) Kn/m = 20.04Kn/m
5Kn/m
TOTAL LIVE LOAD
3-4 : 6.13Kn/m x 1.6 = 9.81Kn/m
ULTIMATE LIVE LOAD
3-4 : (1.13 + 5) Kn/m = 6.13Kn/m
ROY YIEK CHIN HIENG 0317726
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6.BEAM (FIRST FLOOR E/3-4)
2.25m3 4
37.87Kn/m
ROY YIEK CHIN HIENG 0317726
R3= 42.6Kn
R4 = 42.46
R3=R4= 37.87 x 2.25 /2 = 42.6Kn
LOAD DIAGRAM
0 Kn
42.6Kn
-42.6Kn
0 Kn
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
23.96Kn/m
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CHOOSEN COLUMNS 1. E/32. E/43. A/3
ROY YIEK CHIN HIENG 0317726
GENERAL INFO
*Height of the floors=3m
*Brick wall 200mm thick
Dead Load= 3.0m x 0.2m x 19 kN/m3
= 11.4kN/m
*Beam size is 200mm x 300mm
Dead Load= 0.15 m x 0.3 m x 24 kN/m3
= 1.44kN/m
*Slab thickness is 150mm,
Dead Load= 0.15m x 24 kN/m3
= 3.6 kN/m2
*Column size=300 x 300mm
Dead Load= 0.3m x 0.3m x 3m x 24 kN/m3
= 6.48 kN
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1
2
3
ROY YIEK CHIN HIENG 0317726
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1
2
3
ROY YIEK CHIN HIENG 0317726
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1
2
3
ROY YIEK CHIN HIENG 0317726
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1. COLUMN E/3
1. COLUMN E/3ROY YIEK CHIN HIENG 0317726
1
1
1
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
1
1
1
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR PLAN
GROUND FLOOR PLAN
2.9
8m
4.5m
2.9
8m
4.5m
2.9
8m
3m
corr
idor
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Dead Load acting on column E/3.
ROY YIEK CHIN HIENG 0317726
Dead Load
1. COLUMN E/3
2.9
8m
4.5m
4.5m
E/3
1.1
3m
1.8
5m
2.6m 1.7m0.2m
1.9m 2.15m 0.45m
Roof Level
Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 13.41m2 x 24Kn/m3 x 0.15 kN/m2
=48.28 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 10.46m x 24Kn/m3 x (0.2 x 0.3)m
= 15.06 Kn
63.34Kn
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(0.745 + 4.5 + 1.125 + 1.125)m x 19Kn/m3 x (0.2 x
3)m
=85.44 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 13.41m2 x 24Kn/m3 x 0.15 kN/m2
=48.28 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 10.46m x 24Kn/m3 x (0.2 x 0.3)m
= 15.06 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
155.26Kn
1st Floor
2.9
8m
4.5m
4.5m
E/3
1.1
3m
1.8
5m
2.6m 1.7m0.2m
1.9m 2.15m 0.45m
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Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(1.7 + 1.13) x 19Kn/m3 x (0.2 x 3)m
=32.26 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 13.41m2 x 24Kn/m3 x 0.15 kN/m2
=48.28 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= (1.7 + 2.98)m x 24Kn/m3 x (0.2 x 0.3)m
= 6.74 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
93.76Kn
Grd Floor
2.9
8m
3m
E/3
1.7m1.3m
1.1
3m
1.8
5m
TOTAL DEAD LOAD
= (63.34 + 155.26 + 93.76)
=312.36Kn
ULTIMATE DEAD LOAD
= 312.36Kn x 1.4
= 437.30 Kn
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ROY YIEK CHIN HIENG 0317726
1. COLUMN E/3
Live LoadRoof Level
1st Floor
Grd Floor
Slab live load :
(Total slab area) x (roof live load factor)
= 13.41m2 x 0.5Kn/m2
=6.71 Kn
6.71Kn
Bedroom
(Total bedroom areas) x (bedroom factor)
=(4.5m x 1.85m) (1.5Kn/m2) +
(2.6m x 1.13m) (1.5Kn/m2) +
=16.9 Kn
Toilet
(Total toilet area) x (toilet factor)
= (1.13m x 0.2m) x 2.0 kN/m2
=0.45 Kn
Corridor
(total corridor area) x (corridor factor)
= (1.7m x 1.13m) (4.0Kn/m2)
= 7.68 Kn
25.03Kn
Bedroom
(Total bedroom areas) x (bedroom factor)
=(3m x 1.85m) (1.5Kn/m2)
=8.33 Kn
Toilet
(Total toilet area) x (toilet factor)
= (1.3m x 2.98m) x 2.0 kN/m2
=7.75 Kn
Corridor
(total corridor area) x (corridor factor)
= (1.7m x 1.13m) (4.0Kn/m2)
= 7.68 Kn
23.76Kn
Live Load acting on column E/3.
2.9
8m
4.5m
4.5m
E/3
1.1
3m
1.8
5m
2.6m 1.7m0.2m
1.9m 2.15m 0.45m
2.9
8m
4.5m
4.5m
E/3
1.1
3m
1.8
5m
2.6m 1.7m0.2m
1.9m 2.15m 0.45m
BEDROOM BEDROOM
BEDROOM CORRIDOR
TOILET
2.9
8m
3m
E/3
1.7m1.3m
1.1
3m
1.8
5m BEDROOM
CORRIDORTOILET
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ROY YIEK CHIN HIENG 0317726
So, ultimate load acting on column E/3= 526.1 Kn
TOTAL LIVE LOAD
= (6.71 + 25.03 + 23.76) Kn
55.5Kn
ULTIMATE LIVE LOAD
= 55.5Kn x 1.6
= 88.8 Kn
ULTIMATE LOAD
= Untimate Dead Load + Ultimate Live Load
= 437.30Kn + 88.8Kn
= 526.10 Kn
1. COLUMN E/3
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2. COLUMN E/4
2. COLUMN A/1ROY YIEK CHIN HIENG 0317726
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF PLAN
FIRST FLOOR PLAN
1.8
5m
2.35m
2
2 2
2
2 2
1.8
5m
1.5m
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ROY YIEK CHIN HIENG 0317726
2. COLUMN A/1
Dead Load acting on column A/1.
Dead Load
TOTAL DEAD LOAD
= (24.37 + 59.48 + 6.48) Kn
= 90.33Kn
ULTIMATE DEAD LOAD
= 9.33Kn x 1.4
= 126.46 Kn
Roof Level
1st Floor
Grd Floor
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
6.48Kn
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(1.85 + 1.5)m x 19Kn/m3 x (0.2 x 3)m
=38.19 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 2.78m2 x 24Kn/m3 x 0.15 kN/m2
=9.99 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 3.35m x 24Kn/m3 x (0.2 x 0.3)m
= 4.82 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
59.48Kn
Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 4.35m2 x 24Kn/m3 x 0.15 kN/m2
=15.66 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.05m x 24Kn/m3 x (0.2 x 0.3)m
= 8.71 Kn
24.37Kn
1.8
5m
2.35m
A/1
0.25m2.1m
A/1
1.8
5m
1.5m
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2. COLUMN A/1
Live Load acting on column A/1.
Live LoadRoof Level
1st Floor
Grd Floor
1.8
5m
2.35m
A/1
0.25m2.1m
A/1
1.8
5m
1.5m
Slab live load :
(Total slab area) x (roof live load factor)
= 4.35m2 x 0.5Kn/m2
=2.18 Kn
2.18Kn
TOILET
Toilet
(Total toilet area) x (toilet factor)
= 2.78m2 x 2.0 kN/m2
=5.56 Kn
5.56Kn
No live load
ROY YIEK CHIN HIENG 0317726
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TOTAL LIVE LOAD
= (2.18 + 5.56) Kn
= 7.74Kn
ULTIMATE LIVE LOAD
= 7.74Kn x 1.6
= 12.38 Kn
ROY YIEK CHIN HIENG 0317726
2. COLUMN A/1
ULTIMATE LOAD
= Ultimate Dead Load + Ultimate Live Load
= 126.46Kn + 12.38Kn
= 138.84 Kn
So, ultimate load acting on column A/1= 138.84 kN
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3. COLUMN A/3
3. COLUMN A/3ROY YIEK CHIN HIENG 0317726
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF PLAN
FIRST FLOOR PLAN
3 3
3 3
3 3
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ROY YIEK CHIN HIENG 0317726
3. COLUMN A/3
DeadLoad acting on column A/3.
Dead LoadRoof Level
1st Floor
Grd Floor
Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
=(2.8m x 2.98m) x 24Kn/m3 x 0.15 kN/m2
=30.04 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= (2.1m + 2.8m + 1.85m + 2.98 ) x 24Kn/m3 x
(0.2 x 0.3)m
= 14.01 Kn
44.05Kn
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(0.74 + 2.1 + 2.98 + 2.8)m x 19Kn/m3 x (0.2 x 3)m
=98.27 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 8.34m2 x 24Kn/m3 x 0.15 kN/m2
=30.04 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 9.73m x 24Kn/m3 x (0.2 x 0.3)m
= 14.01 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48kN
148.8Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN 6.48Kn
A/3
A/3
A/3
2.9
8m
2.1m
1.1
3m
1.1
1m
0.7
4m
2.8m
0.7m
1.8
5m
2.9
8m
2.1m
1.1
3m
1.1
1m
0.7
4m
2.8m
0.7m
1.8
5m
ULTIMATE DEAD LOAD = 199.33Kn x 1.4
= 279.06 Kn
TOTAL DEAD LOAD = 44.05 + 148.8 + 6.48
= 199.33Kn
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ROY YIEK CHIN HIENG 0317726
TOTAL LIVE LOAD
= (2.18 + 18.87) Kn
= 21.05Kn
ULTIMATE LIVE LOAD
= 21.05Kn x 1.6
= 33.68 Kn
3. DeadLoad acting on column A/3.
Dead LoadRoof Level
1st Floor
Grd Floor
A/3
A/3
A/3
2.9
8m
2.1m
1.1
3m
1.1
1m
0.7
4m
2.8m
0.7m
1.8
5m
2.9
8m
2.1m
1.1
3m
1.1
1m
0.7
4m
2.8m
0.7m
1.8
5m
Slab live load :
(Total slab area) x (roof live load factor)
= 4.35m2 x 0.5Kn/m2
=2.18 Kn
2.18Kn
Toilet
(Total toilet area) x (toilet factor)
= (2.1m x 0.74m) (2.0 kN/m2) +
(1.13m x 2.8m)(2.0Kn/m2)
= 9.44 Kn
Bedroom
(Total bedroom area) x (bedroom factor)
= (1.85m x 0.7m)( 2.0 kN/m2) +
(1.11m x 2.1m)( 2.0 kN/m2)
= 7.25 Kn
BEDROOM
TOILET
TOILET
BED
RO
OM
No live load
18.87Kn
3. COLUMN A/3 74
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ROY YIEK CHIN HIENG 0317726
3. COLUMN A/3
ULTIMATE LOAD
= Ultimate Dead Load + Ultimate Live Load
= 279.06Kn + 33.68Kn
= 312.74Kn
So, ultimate load acting on column A/3= 312.74 kN
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LOUIS DE ROZARIO0327136
CHOOSEN BEAMS 1. FIRST FLOOR 8/A-E2. FIRST FLOOR E/6-93. FIRST FLOOR 5/A-E4. FIRST FLOOR 6/A-E5. FIRST FLOOR 9/A-E 6. FIRST FLOOR C/8-9
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12
3
4
5
6
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1. BEAM (FIRST FLOOR 8/A-E)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
1.BEAM (FIRST FLOOR 8/A-E)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM79
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 8/A-E )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 8/A-C )
• DEAD LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
- GRID A-E/6-8
• LIVE LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
- GRID A-E/6-8
• POINT LOAD AT POINT C/8
1.BEAM (FIRST FLOOR 8/A-E)
BEAM (FIRST FLOOR 8/A-E) CARRIES:
3m 2.6m
A C EDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 8/A-E)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID 8/A-C)
DEAD LOAD FROM SLAB (A-C/8-9)
DEAD LOAD FROM SLAB (C-E/8-9)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2
= 3.6Kn/m
3.6Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2
= 3.6Kn/m
3.6Kn/m
80
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1.BEAM (FIRST FLOOR 8/A-E)
3m 2.6m
A C EDEAD LOAD FROM SLAB (A-E/6-8)
6.3Kn/m
31.84Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 3.5m/2
= 6.3Kn/m
15.88Kn/m
ULTIMATE DEAD LOAD
A-C : 22.74Kn/m x 1.4 = 31.84Kn/m
C-E : 11.34Kn/m x 1.4 = 15.88Kn/m
LIVE LOAD FROM SLAB (A-C/8-9)
LIVE LOAD FROM SLAB (C-E/8-9)
Toilet = 2.0Kn/m2 2Kn/m
(Toilet factor) x (Lx/2)
= 2.0Kn/m2 x 2m/2
= 2Kn/m
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2m/2
= 1.5Kn/m
Bedroom = 1.5Kn/m2
TOTAL DEAD LOAD
A-C : (1.44+11.4+3.6+6.3)Kn/m = 22.74Kn/m
C-E : ( 1.44+3.6+6.3)Kn/m = 11.34Kn/m
1.5Kn/m
LIVE LOAD FROM SLAB (A-E/6-7)
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 3. 5m/2
= 2.63Kn/m
Bedroom = 1.5Kn/m2 2.63Kn/m
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1.BEAM (FIRST FLOOR 8/A-E)
7.41Kn/m6.31Kn/mULTIMATE LIVE LOAD
A-C : 4.63Kn/m x 1.6 = 7.41Kn/m
C-E : 3.95Kn/m x 1.6 = 6.31Kn/m
TOTAL LIVE LOAD
A-C : (2+2.63)Kn/m = 4.63Kn/m
C-E : (1.5+2.63)Kn/m = 3.95Kn/m
3m 2.6m
A C E
ULTIMATE LOAD
A-C : (7.41+31.84) = 39.25Kn/m
C-E : (6.31+15.88) = 22.19Kn/m
Point load at C/8 : 28.4 Kn (kindly refer to page
85)
39.25Kn/m22.19Kn/m
Point load from C/828.4Kn/m
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1.BEAM (FIRST FLOOR 8/A-E)
39.25Kn/m22.19Kn/m
3m 2.6m
A C E
28.4Kn
Ra Re
M = 0
= (5.6)(Ra) – (117.75)(4.1) – (28.4)(2.6) – (57.69)(1.3)
= 5.6Ra – 482.78 – 73.84 – 75
= 5.6Ra – 631.62
5.6Ra = 631.62 Kn
Ra = 112.8 Kn
F = 0
= Re + Ra – (39.25 x 3) – 28.4 – (22.19 x 2.6)
= Re + 112.8 – 203.84
= Re – 91.04Kn
Re = 91.04Kn
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1.BEAM (FIRST FLOOR 8/A-E)
39.25Kn/m22.19Kn/m
3m 2.6m
A C E
28.4Kn
Ra= 112.80Kn Re= 91.04Kn
112.8 Kn
- 33.35 Kn
0 Kn -4.95 Kn
-91.04 Kn
0 Kn
= 162Kn/m
X/3 = 4.95/(4.95+112.8)
X = 0.13
4.95
112.8
3
x
162Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
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SECONDARY BEAM (FIRST FLOOR C/8-9)
SECONDARY BEAM (FIRST FLOOR C/8-9)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM85
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SECONDARY BEAM (FIRST FLOOR C/8-9)
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID C/8-9 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID C/8-9 )
• DEAD LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
• LIVE LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
2m8 9DEAD LOAD FROM BEAM SELF WEIGHT
(GRID C/8-9)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID C/8-9)
DEAD LOAD FROM SLAB (A-C/8-9)
DEAD LOAD FROM SLAB (C-E/8-9)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2 x 2/3
= 2.4Kn/m
2.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2 x 2/3
= 2.4 Kn/m
2.4Kn/m
SECONDARY BEAM (FIRST FLOOR C/8-9)86
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2m8 9TOTAL DEAD LOAD
24.67Kn/m
1.33Kn/m
3-4 : (1.44+11.4+2.4+2.4)Kn/m = 17.64Kn/m
1Kn/m
SECONDARY BEAM (FIRST FLOOR C/8-9)
ULTIMATE DEAD LOAD
17.64Kn/m x 1.4 = 24.67Kn/m
LIVE LOAD FROM SLAB (A-C/8-9)
LIVE LOAD FROM SLAB (C-E/3-4)
Toilet = 2.0Kn/m2
(Toilet factor) x (Lx/2) x 2/3
= 2.0Kn/m2 x 2 m/2 x 2/3
= 1.33Kn/m
(Bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 2m/2 x 2/3
= 1Kn/m
Bedroom = 1.5Kn/m2
TOTAL LIVE LOAD
8-9 : (1.33+1)Kn/m = 2.33Kn/m
ULTIMATE LIVE LOAD
2.33Kn/m x 1.6 = 3.73Kn/m
3.73Kn/m
ULTIMATE LOAD
28.4Kn/m
24.67Kn/m + 3.73Kn/m = 28.4Kn/m
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28.4Kn/m
2m
8 9
Ra Rb
Ra = POINT LOAD AT C/8
=(28.4Kn/m x 2m) / 2
= 28.4Kn
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2. BEAM (FIRST FLOOR E/6-9)
FIRST FLOOR BEAM &
COLUMN LAYOUT
2.BEAM (FIRST FLOOR E/6-9)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM89
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID E/6-9 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID E/6-9 )
• DEAD LOAD FROM SLAB :
- GRID A-E/6-8
- GRID C-E/8-9
- GRID E-G/6-9
• LIVE LOAD FROM SLAB :
- GRID A-E/6-8
- GRID C-E/8-9
- GRID E-G/6-9
• POINT LOAD AT POINT E/8
2.BEAM (FIRST FLOOR E/6-9)
BEAM (FIRST FLOOR E/6-9) CARRIES:
3.5m 2m
6 8 9DEAD LOAD FROM BEAM SELF WEIGHT
(GRID E/6-9)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID E/6-9)
DEAD LOAD FROM SLAB (A-E/6-8)
DEAD LOAD FROM SLAB (C-E/8-9)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 3.5m/2
= 6.3Kn/m
6.3Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2
= 3.6Kn/m
3.6Kn/m
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2.BEAM (FIRST FLOOR E/6-9)
3.5m 2m
6 8 9DEAD LOAD FROM SLAB (E-G/6-9)
4.5Kn/m
33.1Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.5m/2
= 4.5Kn/m
29.32Kn/m
ULTIMATE DEAD LOAD
A-C : 23.64Kn/m x 1.4 = 33.1Kn/m
C-E : 20.94Kn/m x 1.4 = 29.32Kn/m
LIVE LOAD FROM SLAB (A-E/6-8)
LIVE LOAD FROM SLAB (C-E/8-9)
Bedroom = 1.5Kn/m2 2.63Kn/m
(Bedroom factor) x (Lx/2)
= 2.0Kn/m2 x 3.5m/2
= 2.63Kn/m
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2m/2
= 1.5Kn/m
Bedroom = 1.5Kn/m2
TOTAL DEAD LOAD
6-8 : (1.44+11.4+4.5+6.3)Kn/m = 23.64Kn/m
8-9 : ( 1.44+11.4+3.6+4.5)Kn/m = 20.94Kn/m
1.5Kn/m
LIVE LOAD FROM SLAB (E-G/6-9)
(Living Room factor) x (Lx/2)
= 4Kn/m2 x 2. 5m/2
= 5Kn/m
Living Room = 4Kn/m2 5Kn/m
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2.BEAM (FIRST FLOOR E/6-9)
12.21Kn/m10.4Kn/mULTIMATE LIVE LOAD
6-8 : 7.63Kn/m x 1.6 = 12.21Kn/m
8-9 : 6.5Kn/m x 1.6 = 10.4Kn/m
TOTAL LIVE LOAD
6-8 : (5+2.63)Kn/m = 7.63Kn/m
8-9 : (1.5+5)Kn/m = 6.5Kn/m
3.5m 2m
6 8 9
ULTIMATE LOAD
6-8 : (12.21+33.1) = 25.31Kn/m
8-9 : (10.4+29.32) = 39.72Kn/m
Point load at E/8 : 91.04 Kn (kindly refer to page
79)
45.31Kn/m39.72Kn/m
Point load from C/891.04Kn/m
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2.BEAM (FIRST FLOOR E/6-9)
43.31Kn/m39.72Kn/m
3.5m 2m
6 8 9
91.04Kn
Ra Re
M = 0
= (5.5)(Ra) – (158.59)(3.75) – (91.04)(2) – (79.44)(1)
= 5.5Ra – 594.71 – 182.08 – 79.44
= 5.5Ra – 856.23
5.5Ra = 856.23 Kn
Ra = 155.68 Kn
F = 0
= Re + Ra – (45.31 x 3.5) – 91.04 – (39.72 x 2)
= Re + 155.68 – 329.07
= Re – 173.39Kn
Re = 173.39Kn
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2.BEAM (FIRST FLOOR E/6-9)
45.31Kn/m39.72Kn/m
3.5m 2m
6 8 9
91.04Kn
Ra= 155.68Kn Re= 173.39Kn
155.68 Kn
- 93.95 Kn
0 Kn -2.91 Kn
-173.39 Kn
0 Kn
= 267Kn/m
X/3 = 2.91/(2.91+155.68)
X = 0.06
2.91
155.68
3.5
x
267Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
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3. BEAM (FIRST FLOOR 5/A-E)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
3.BEAM (FIRST FLOOR 5/A-E)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM95
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 5/A-E )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 5/A-E )
• DEAD LOAD FROM SLAB :
- GRID A-C/5-6
- GRID C-G/5-6
- GRID A-E/4-5
• LIVE LOAD FROM SLAB :
- GRID A-C/5-6
- GRID C-G/5-6
- GRID A-E/4-5
• POINT LOAD AT POINT C/5
3.BEAM (FIRST FLOOR 5/A-E)
BEAM (FIRST FLOOR 5/A-E) CARRIES:
3m 2.6m
A C EDEAD LOAD FROM BEAM SELF WEIGHT
(GRID E/6-9)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID E/6-9)
DEAD LOAD FROM SLAB (A-C/5-6)
DEAD LOAD FROM SLAB (C-G/5-6)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2
= 4.68Kn/m
4.68Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2
= 4.68Kn/m
4.68Kn/m
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3.BEAM (FIRST FLOOR 5/A-E)
3m 2.6m
A C EDEAD LOAD FROM SLAB (E-G/6-9)
7.11Kn/m
34.48Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 3.95m/2
= 7.11Kn/m
34.48Kn/m
ULTIMATE DEAD LOAD
A-C : 24.63Kn/m x 1.4 = 34.48Kn/m
C-E : 24.63Kn/m x 1.4 = 34.48Kn/m
LIVE LOAD FROM SLAB (A-C/5-6)
LIVE LOAD FROM SLAB (C-G/5-6)
Toilet = 2Kn/m2 2.6Kn/m
(Toilet factor) x (Lx/2)
= 2.0Kn/m2 x 2.6m/2
= 2.6Kn/m
(Corridor factor) x (Lx/2)
= 4Kn/m2 x 2.6m/2
= 5.2Kn/m
Corridor = 4Kn/m2
TOTAL DEAD LOAD
A-C : (1.44+11.4+4.68+7.11)Kn/m = 24.63Kn/m
C-D : (1.44+11.4+4.68+7.11)Kn/m = 24.63Kn/m
5.2Kn/m
LIVE LOAD FROM SLAB (E-G/6-9)
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 3.95m/2
= 2.96Kn/m
Bedroom = 1.5Kn/m2 2.96Kn/m
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3.BEAM (FIRST FLOOR 5/A-E)
8.9Kn/m13.06Kn/m
ULTIMATE LIVE LOAD
A-C : 5.56Kn/m x 1.6 = 8.9Kn/m
C-E : 8.16Kn/m x 1.6 = 13.06Kn/m
TOTAL LIVE LOAD
A-C : (2.96+2.6)Kn/m = 5.56Kn/m
C-E : (2.96+5.2)Kn/m = 8.16Kn/m
3m 2.6m
A C E
ULTIMATE LOAD
A-C : (34.48+8.9) = 43.38Kn/m
C-E : (34.48+13.06) = 47.54Kn/m
Point load at C/5 : 45.54 Kn (kindly refer to page
107)
43.38Kn/m47.54Kn/m
Point load from C/545.54Kn/m
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3.BEAM (FIRST FLOOR 5/A-E)
43.38Kn/m47.54Kn/m
3m 2.6m
A C E
45.54Kn
Ra Re
M = 0
= (5.6)(Ra) – (130.14)(4.1) – (45.54)(2.6) – (123.6)(1.3)
= 5.6Ra – 533.57 – 118.40 – 160.68
= 5.6Ra – 812.65
5.6Ra = 812.65 Kn
Ra = 145.12 Kn
F = 0
= Re + Ra – (43.38 x 4.1) – 45.54 – (47.54 x 2.6)
= Re + 145.12 – 299.28
= Re – 154.16Kn
Re = 154.16Kn
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3.BEAM (FIRST FLOOR 5/A-E)
43.38Kn/m47.54Kn/m
3m 2.6m
A C E
45.54Kn
Ra= 145.12Kn Re= 154.16Kn
145.12Kn
- 30.56Kn
0 Kn
14.98Kn
-154.16 Kn
0 Kn
= 240.15Kn/m
240.15Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
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4. BEAM (FIRST FLOOR 6/A-E)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
4.BEAM (FIRST FLOOR 6/A-E)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM101
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 8/A-E )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 8/A-C )
• DEAD LOAD FROM SLAB :
- GRID A-C/5-6
- GRID A-E/5-6
- GRID A-E/6-8
• LIVE LOAD FROM SLAB :
- GRID A-C/5-6
- GRID A-E/5-6
- GRID A-E/6-8
• POINT LOAD AT POINT C/6
4.BEAM (FIRST FLOOR 6/A-E)
BEAM (FIRST FLOOR 8/A-E) CARRIES:
3m 2.6m
A C EDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 8/A-E)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID 8/A-C)
DEAD LOAD FROM SLAB (A-C/5-6)
DEAD LOAD FROM SLAB (C-E/8-9)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2
= 4.68Kn/m
4.68Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2
= 4.68Kn/m
4.68Kn/m
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4.BEAM (FIRST FLOOR 6/A-E)
3m 2.6m
A C EDEAD LOAD FROM SLAB (A-E/6-8)
6.3Kn/m
33.35Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 3.5m/2
= 6.3Kn/m
33.35Kn/m
ULTIMATE DEAD LOAD
A-C : 23.82Kn/m x 1.4 = 33.35Kn/m
C-E : 23.82Kn/m x 1.4 = 33.35Kn/m
LIVE LOAD FROM SLAB (A-C/8-9)
LIVE LOAD FROM SLAB (C-E/8-9)
Toilet = 2.0Kn/m2 2.6Kn/m
(Toilet factor) x (Lx/2)
= 2.0Kn/m2 x 2.6m/2
= 2.6Kn/m
(Corridor factor) x (Lx/2)
= 4Kn/m2 x 2.6m/2
= 5.2Kn/m
Corridor = 4Kn/m2
TOTAL DEAD LOAD
A-C : (1.44+11.4+4.68+6.3)Kn/m = 23.82Kn/m
C-E : (1.44+11.4+4.68+6.3)Kn/m = 23.82Kn/m
5.2Kn/m
LIVE LOAD FROM SLAB (A-E/6-7)
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 3. 5m/2
= 2.63Kn/m
Bedroom = 1.5Kn/m2 2.63Kn/m
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4.BEAM (FIRST FLOOR 6/A-E)
8.37Kn/m12.53Kn/m
ULTIMATE LIVE LOAD
A-C : 5.23Kn/m x 1.6 = 8.37Kn/m
C-E : 7.83Kn/m x 1.6 = 12.53Kn/m
TOTAL LIVE LOAD
A-C : (2.6+2.63)Kn/m = 5.23Kn/m
C-E : (5.2+2.63)Kn/m = 7.83Kn/m
3m 2.6m
A C E
ULTIMATE LOAD
A-C : (8.37+33.35) = 41.72Kn/m
C-E : (12.53+12.53) = 45.88Kn/m
Point load at C/6 : 45.54 Kn (kindly refer to page
107)
41.72Kn/m45.88Kn/m
Point load from C/645.54Kn/m
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4.BEAM (FIRST FLOOR 6/A-E)
41.72Kn/m45.88Kn/m
3m 2.6m
A C E
45.54Kn
Ra Re
M = 0
= (5.6)(Ra) – (125.16)(4.1) – (45.54.4)(2.6) – (119.29)(1.3)
= 5.6Ra – 513.16 – 118.4 – 155.08
= 5.6Ra – 786.64
5.6Ra = 786.64 Kn
Ra = 140.47 Kn
F = 0
= Re + Ra – (41.72 x 3) – 45.54 – (45.88 x 2.6)
= Re + 140.47 – 289.99
= Re – 149.52Kn
Re = 149.52Kn
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4.BEAM (FIRST FLOOR 6/A-E)
41.72Kn/m45.88Kn/m
3m 2.6m
A C E
45.54Kn
Ra= 140.47Kn Re= 149.52Kn
140.47 Kn
- 30.23 Kn
0 Kn
15.31Kn
-149.52 Kn
0 Kn
= 236Kn/m
236Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
106
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SECONDARY BEAM (FIRST FLOOR C/5-6)
SECONDARY BEAM (FIRST FLOOR C/8-9)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM107
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SECONDARY BEAM (FIRST FLOOR C/8-9)
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID C/5-6 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID C/5-6 )
• DEAD LOAD FROM SLAB :
- GRID A-C/5-6
- GRID C-G/5-6
• LIVE LOAD FROM SLAB :
- GRID A-C/5-6
- GRID C-G/5-6
2.6m5 6DEAD LOAD FROM BEAM SELF WEIGHT
(GRID C/8-9)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID C/8-9)
DEAD LOAD FROM SLAB (A-C/5-6)
DEAD LOAD FROM SLAB (C-G/5-6)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2 x 2/3
= 3.12Kn/m
3.12Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2 x 2/3
= 2.4 Kn/m
3.12Kn/m
SECONDARY BEAM (FIRST FLOOR C/5-6)108
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2.6m5 6TOTAL DEAD LOAD
26.71Kn/m
1.73Kn/m
3-4 : (1.44+11.4+3.12+3.12)Kn/m = 19.08Kn/m
3.47Kn/m
SECONDARY BEAM (FIRST FLOOR C/5-6)
ULTIMATE DEAD LOAD
19.08Kn/m x 1.4 = 26.71Kn/m
LIVE LOAD FROM SLAB (A-C/5-6)
LIVE LOAD FROM SLAB (C-E/3-4)
Toilet = 2.0Kn/m2
(Toilet factor) x (Lx/2) x 2/3
= 2.0Kn/m2 x 2.6m/2 x 2/3
= 1.73Kn/m
(Corridor factor) x (Lx/2) x 2/3
= 4Kn/m2 x 2.6m/2 x 2/3
= 3.47Kn/m
Corridor = 4Kn/m2
TOTAL LIVE LOAD
5-6 : (1.73+3.47)Kn/m = 5.2Kn/m
ULTIMATE LIVE LOAD
5.2Kn/m x 1.6 = 8.32Kn/m
8.32Kn/m
ULTIMATE LOAD
30.03Kn/m
26.71Kn/m + 8.32Kn/m = 35.03Kn/m
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35.03Kn/m
2.6m
5 6
Ra Rb
Ra = POINT LOAD AT C/6
=(35.03Kn/m x 2.6m) / 2
= 45.54Kn
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5. BEAM (FIRST FLOOR 9/A-E)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
5.BEAM (FIRST FLOOR 9/A-E)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM111
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 9/A-E )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 9/A-E )
• DEAD LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
• LIVE LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
• POINT LOAD AT POINT C/9
5.BEAM (FIRST FLOOR 9/A-E)
BEAM (FIRST FLOOR 8/A-E) CARRIES:
3m 2.6m
A C EDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 8/A-E)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID 8/A-C)
DEAD LOAD FROM SLAB (A-C/8-9)
DEAD LOAD FROM SLAB (C-E/8-9)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2
= 3.6Kn/m
3.6Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2
= 3.6Kn/m
3.6Kn/m
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5.BEAM (FIRST FLOOR 9/A-E)
3m 2.6m
A C E
23.02Kn/m 23.02Kn/m
ULTIMATE DEAD LOAD
A-C : 16.44Kn/m x 1.4 = 23.02Kn/m
C-E : 16.44Kn/m x 1.4 = 23.02Kn/m
LIVE LOAD FROM SLAB (A-C/8-9)
LIVE LOAD FROM SLAB (C-E/8-9)
Toilet = 2.0Kn/m2 2Kn/m
(Toilet factor) x (Lx/2)
= 2.0Kn/m2 x 2m/2
= 2Kn/m
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2m/2
= 1.5Kn/m
Bedroom = 1.5Kn/m2
TOTAL DEAD LOAD
A-C : (1.44+11.4+3.6)Kn/m = 16.44Kn/m
C-E : (1.44+11.4+3.6)Kn/m = 16.44Kn/m
1.5Kn/m
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5.BEAM (FIRST FLOOR 9/A-E)
3.2Kn/m2.4Kn/mULTIMATE LIVE LOAD
A-C : 2Kn/m x 1.6 = 3.2Kn/m
C-E : 1.5Kn/m x 1.6 = 2.4Kn/m
3m 2.6m
A C E
ULTIMATE LOAD
A-C : (3.2+23.02) = 26.22Kn/m
C-E : (2.4+23.02) = 25.42Kn/m
Point load at C/9 : 28.4 Kn (kindly refer to page
117)
26.22Kn/m25.42Kn/m
Point load from C/928.4Kn/m
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5.BEAM (FIRST FLOOR 9/A-E)
26.22Kn/m25.42Kn/m
3m 2.6m
A C E
28.4Kn
Ra Re
M = 0
= (5.6)(Ra) – (78.66)(4.1) – (28.4)(2.6) – (66.09)(1.3)
= 5.6Ra – 322.15 – 73.84 – 85.92
= 5.6Ra – 482.37
5.6Ra = 482.27 Kn
Ra = 86.12 Kn
F = 0
= Re + Ra – (26.22 x 3) – 28.4 – (25.42 x 2.6)
= Re + 86.12 – 173.15
= Re – 87.03Kn
Re = 87.03Kn
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5.BEAM (FIRST FLOOR 9/A-E)
26.22Kn/m25.42Kn/m
3m 2.6m
A C E
28.4Kn
Ra= 86.12Kn Re= 87.03Kn
86.12 Kn
- 20.94 Kn
0 Kn 7.46Kn
-87.03 Kn
0 Kn
= 140.36Kn/m
140.36Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
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6. SECONDARY BEAM (FIRST FLOOR C/8-9)
FIRST FLOOR BEAM &
COLUMN LAYOUT
FIRST FLOOR PLAN
6. SECONDARY BEAM (FIRST FLOOR 8/A-E)
FIRST FLOOR SLAB LOAD
DISTRIBUTION DIAGRAM117
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SECONDARY BEAM (FIRST FLOOR C/8-9)
• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID C/8-9 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID C/8-9 )
• DEAD LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
• LIVE LOAD FROM SLAB :
- GRID A-C/8-9
- GRID C-E/8-9
2m8 9DEAD LOAD FROM BEAM SELF WEIGHT
(GRID C/8-9)
1.44Kn/m
11.4Kn/mDEAD LOAD FROM BRICK WALL WEIGHT
(GRID C/8-9)
DEAD LOAD FROM SLAB (A-C/8-9)
DEAD LOAD FROM SLAB (C-E/8-9)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2 x 2/3
= 2.4Kn/m
2.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2m/2 x 2/3
= 2.4 Kn/m
2.4Kn/m
6. SECONDARY BEAM (FIRST FLOOR 8/A-E)118
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2m8 9TOTAL DEAD LOAD
24.67Kn/m
1.33Kn/m
3-4 : (1.44+11.4+2.4+2.4)Kn/m = 17.64Kn/m
1Kn/m
6. SECONDARY BEAM (FIRST FLOOR 8/A-E)
ULTIMATE DEAD LOAD
17.64Kn/m x 1.4 = 24.67Kn/m
LIVE LOAD FROM SLAB (A-C/8-9)
LIVE LOAD FROM SLAB (C-E/3-4)
Toilet = 2.0Kn/m2
(Toilet factor) x (Lx/2) x 2/3
= 2.0Kn/m2 x 2 m/2 x 2/3
= 1.33Kn/m
(Bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 2m/2 x 2/3
= 1Kn/m
Bedroom = 1.5Kn/m2
TOTAL LIVE LOAD
8-9 : (1.33+1)Kn/m = 2.33Kn/m
ULTIMATE LIVE LOAD
2.33Kn/m x 1.6 = 3.73Kn/m
3.73Kn/m
ULTIMATE LOAD
28.4Kn/m
24.67Kn/m + 3.73Kn/m = 28.4Kn/m
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28.4Kn/m
2m
8 9
Ra Rb
Ra = POINT LOAD AT C/8
=(28.4Kn/m x 2m) / 2
= 28.4Kn
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6. SECONDARY BEAM (FIRST FLOOR 8/A-E)
28.4Kn/m
2 m
8 9
Ra= 28.4Kn Re= 28.4Kn
28.4 Kn
0 Kn
-28.4 Kn
0 Kn
= 28.4Kn/m
28.4Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
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CHOOSEN COLUMNS 1. E/62. E/93. G/9
LOUIS DE ROZARIO 0327136
GENERAL INFO
*Height of the floors=3m
*Brick wall 200mm thick
Dead Load= 3.0m x 0.2m x 19 kN/m3
= 11.4kN/m
*Beam size is 200mm x 300mm
Dead Load= 0.15 m x 0.3 m x 24 kN/m3
= 1.44kN/m
*Slab thickness is 150mm,
Dead Load= 0.15m x 24 kN/m3
= 3.6 kN/m2
*Column size=300 x 300mm
Dead Load= 0.3m x 0.3m x 3m x 24 kN/m3
= 6.48 kN
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1
2 3
LOUIS DE ROZARIO 0327136
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1
2 3
LOUIS DE ROZARIO 0327136
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1
2 3
LOUIS DE ROZARIO 0327136
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1. COLUMN E/6
1. COLUMN E/6LOUIS DE ROZARIO 0327136
1
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR PLAN
GROUND FLOOR PLAN
3.8
5m
4.05m
1
3.8
5m
4.05m
1
3.8
5m
4.05m
1
3.8
5m
4.05m
1
3.8
5m
4.05m
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LOUIS DE ROZARIO 0327136
Load acting on column E/6. Dead Load
Roof Level Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x
(slab thickness)
= 15.59m2 x 24Kn/m3 x 0.15 kN/m2
= 56.13 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.9m x 24Kn/m3 x (0.2 x 0.3)m
= 11.38 Kn
67.51Kn
E/6
3.8
5m
4.05m
2.6m 1.25m
1.3
m2
.75
m
1st Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(2.6 + 1.25 + 1.3 + 2.75)m x 19Kn/m3 x (0.2 x 3)m
=90.06 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 15.59m2 x 24Kn/m3 x 0.15 kN/m2
= 56.13 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.9m x 24Kn/m3 x (0.2 x 0.3)m
= 11.38 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 8.64 kN 164.05Kn
1. COLUMN E/6
E/6
3.8
5m
4.05m
2.6m 1.25m
1.3
m2
.75
m
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LOUIS DE ROZARIO 0327136
Load acting on column E/6. Dead Load
E/6
3.8
5m
4.05m
2.6m 1.25m
1.3
m2
.75
m
1. COLUMN E/6
Grd Floor
Walls dead load
No walls = 0
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 15.59m2 x 24Kn/m3 x 0.15 kN/m2
= 56.13 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.9m x 24Kn/m3 x (0.2 x 0.3)m
= 11.38 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 8.64 kN
73.99Kn
TOTAL DEAD LOAD
= 427.77Kn
ULTIMATE DEAD LOAD
= 427.77Kn x 1.4
= 598.88 Kn
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LOUIS DE ROZARIO 0327136
Load acting on column E/6. Live Load
E/6
3.8
5m
4.05m
2.6m 1.25m
1.3
m2
.75
m
1. COLUMN E/6
E/6
3.8
5m
4.05m
2.6m
1.25m
1.3
m2
.75
m
Roof LevelSlab live load :
(Total slab area) x (roof live load factor)
= 15.59m2 x 0.5Kn/m2
=7.8 Kn
7.8Kn
1st Floor
Bedroom
(Total bedroom areas) x (bedroom factor)
=(2.6m x 2.75m) (1.5Kn/m2)
= 10.73 Kn
Living Room
(Total living room area) x (living room factor)
= (1.25m x 2.75m) x 4.0 kN/m2
= 13.75 Kn
Corridor
(total corridor area) x (corridor factor)
= (1.3m x 3.85m) (4.0Kn/m2)
= 20.02 Kn
44.5 Kn
E/6
3.8
5m
4.05m
2.6m
1.3
m2
.75
m
Grd Floor
Living Room
(Total living room area) x (living room factor)
=(2.75m x 2.6m) (4Kn/m2)
=28.6 Kn
Dining Room
(Total dining room area) x (dining room factor)
= (1.3m x 2.6m) x 2 kN/m2
=6.76 Kn
Corridor
(total corridor area) x (corridor factor)
= (1.25m x 4.05m) (4.0Kn/m2)
= 20.25 Kn
55.61Kn
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LOUIS DE ROZARIO 0327136
So, ultimate load acting on column E/6= 771.54 kN
TOTAL LIVE LOAD
= 107.91Kn
ULTIMATE LIVE LOAD
= 107.91Kn x 1.6
= 172.66 Kn
ULTIMATE LOAD
= 598.88 Kn + 172.66 Kn
= 771.54 Kn
1. COLUMN E/6
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2. COLUMN E/9
2. COLUMN E/9LOUIS DE ROZARIO 0327136
2
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR PLAN
GROUND FLOOR PLAN
2.7
5m
4.05m
2
2.7
5m
4.05m
2
2.7
5m
4.05m
2
2.7
5m
4.05m
2
2.7
5m
4.05m
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LOUIS DE ROZARIO 0327136
Load acting on column E/9. Dead Load
2. COLUMN E/9
E/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
E/9
4.05m
2.6m
2.7
5m
2m
1.8
5m
Roof Level Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 7.01m2 x 24Kn/m3 x 0.15 kN/m2
= 25.24 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.6m x 24Kn/m3 x (0.2 x 0.3)m
= 9.5 Kn
34.74Kn
1st Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(1.3 + 1.25 + 2.75)m x 19Kn/m3 x (0.2 x 3)m
= 60.42 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 7.01m2 x 24Kn/m3 x 0.15 kN/m2
= 25.24 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.6m x 24Kn/m3 x (0.2 x 0.3)m
= 9.5 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN 101.64Kn
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LOUIS DE ROZARIO 0327136
Load acting on column E/9. Dead Load
2. COLUMN E/9
E/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
Grd Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(1.3 + 1.25) x 19Kn/m3 x (0.2 x 3)m
= 29.07 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 7.01m2 x 24Kn/m3 x 0.15 kN/m2
= 25.24 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.6m x 24Kn/m3 x (0.2 x 0.3)m
= 9.5 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
70.29Kn
TOTAL DEAD LOAD
= 289.34Kn
ULTIMATE DEAD LOAD
= 289.34Kn x 1.4
= 405.08 Kn
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LOUIS DE ROZARIO 0327136
Load acting on column E/9. Live Load
2. COLUMN E/9
E/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
E/9
4.05m
2.6m
2.7
5m
2m
1.8
5m
Roof LevelSlab live load :
(Total slab area) x (roof live load factor)
= 7.01m2 x 0.5Kn/m2
= 3.51 Kn
3.51Kn
1st Floor
Bedroom
(Total bedroom area) x (bedroom factor)
=(1.3m x 2.75m) (1.5Kn/m2)
= 5.36 Kn
Living Room
(Total living room area) x (living room factor)
= (1.25m x 2.75m) x 4.0 kN/m2
= 13.75 Kn
19.11Kn
E/9
4.05m
2.6m
2.7
5m
2m
1.8
5m
Grd Floor
Living Room
(Total living room area) x (living room factor)
= (1.3m x 2.75m) x 4.0 kN/m2
= 14.3 Kn
Corridor
(total corridor area) x (corridor factor)
= (1.25m x 2.75m) (4.0Kn/m2)
= 13.75 Kn 28.05Kn
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LOUIS DE ROZARIO 0327136
TOTAL LIVE LOAD
= 50.67Kn
ULTIMATE LIVE LOAD
= 50.67Kn x 1.6
= 81.07 Kn
ULTIMATE LOAD = 405.08Kn + 81.07Kn
= 486.15 Kn
So, ultimate load acting on column E/6= 486.15 kN
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3. COLUMN G/9
3. COLUMN G/9LOUIS DE ROZARIO 0327136
3
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR PLAN
GROUND FLOOR PLAN
2.7
5m
4.05m
3
3 2.7
5m
4.05m
3 2.7
5m
4.05m
3 2.7
5m
4.05m
3 2.7
5m
4.05m
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LOUIS DE ROZARIO 0327136
Load acting on column G/9. Dead Load
3. COLUMN G/9
G/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
Roof Level Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 9.63m2 x 24Kn/m3 x 0.15 kN/m2
=34.65 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.25m x 24Kn/m3 x (0.2 x 0.3)m
= 9 Kn 43.65Kn
G/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
1st Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(2.75 + 1.25)m x 19Kn/m3 x (0.2 x 3)m
= 45.6 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 9.63m2 x 24Kn/m3 x 0.15 kN/m2
=34.65 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.25m x 24Kn/m3 x (0.2 x 0.3)m
= 9 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN 95.73Kn
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LOUIS DE ROZARIO 0327136
Load acting on column G/9. Dead Load
3. COLUMN G/9
G/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
Grd Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(2.75 + 1.25)m x 19Kn/m3 x (0.2 x 3)m
= 45.6 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 9.63m2 x 24Kn/m3 x 0.15 kN/m2
=34.65 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 9m x 24Kn/m3 x (0.2 x 0.3)m
= 12.96 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN 99.35Kn
TOTAL DEAD LOAD
= 238.73Kn
ULTIMATE DEAD LOAD
= 238.73Kn x 1.4
= 334.22 Kn
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LOUIS DE ROZARIO 0327136
Load acting on column G/9. Live Load
3. COLUMN G/9
G/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
G/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
Roof LevelSlab live load :
(Total slab area) x (roof live load factor)
= 6.25m2 x 0.5Kn/m2
= 3.13Kn
3.13Kn
1st Floor
Living Room
(Total living room area) x (living room factor)
= (3.5m x 2.75m) x 4.0 kN/m2
= 38.52 Kn
38.52Kn
Grd Floor
Corridor
(total corridor area) x (corridor factor)
= (3.5m x 2.75m) x 4.0 kN/m2
= 38.52 Kn 38.52Kn
G/9
4.05m
1.25m2.6m
2.7
5m
2m
1.8
5m
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LOUIS DE ROZARIO 0327136
TOTAL LIVE LOAD
= 80.65Kn
ULTIMATE LIVE LOAD
= 80.65Kn x 1.6
= 129.04 Kn
ULTIMATE LOAD = 334.22Kn + 80.65Kn
= 414.87 Kn
So, ultimate load acting on column G/9= 414.87 kN
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TRISTAN YU TZE-XIEN
0317729
CHOOSEN BEAMS 1. GROUND FLOOR C-H/12. GROUND FLOOR E/1-33. GROUND FLOOR C/1-44. GROUND FLOOR C-E/35. GROUND FLOOR E-H/3 6. GROUND FLOOR G/3-5
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1
2
3 4 5
6
142
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GROUND FLOOR PLAN
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1. BEAM (GROUND FLOOR C-H/1)
Z
GROUND FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR PLAN
1.BEAM (GROUND FLOOR C-H/1)
GROUND FLOOR SLAB LOAD DISTRIBUTION DIAGRAM
Z
Z
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID C-H/1 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID C-H/1 )
• DEAD LOAD FROM SLAB :
- GRID C-E/1-3
- GRID E-H/1-3
• LIVE LOAD FROM SLAB :
- GRID C-E/1-3
- GRID E-H/1-3
• POINT LOAD AT POINT E/1
BEAM (GROUND FLOOR 1/C-H) CARRIES:
2.6m 3.4m
C E HDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 1/C-H)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID 4/C-H)
DEAD LOAD FROM SLAB (C-E/1-3)
DEAD LOAD FROM SLAB (E-H/1-3)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2 x 2/3
= 3.12Kn/m
3.12Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 3.4m/2 x 2/3
= 4.08Kn/m
4.08Kn/m
1.BEAM (GROUND FLOOR C-H/1)145
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2.6m 3.4m
C E H
22.33Kn/m23.69Kn/mULTIMATE DEAD LOAD
C-E : 15.95Kn/m x 1.4 = 22.33Kn/m
E-H : 16.92Kn/m x 1.4 = 23.69Kn/m
LIVE LOAD FROM SLAB (C-E/1-3)
LIVE LOAD FROM SLAB (E-H/1-3)
Bedroom = 1.5Kn/m2 1.3Kn/m
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2.6m/2 x 2/3
= 1.5Kn/m2 x 1.3m
= 1.3Kn/m
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 3.4m/2 x 2/3
= 1.5Kn/m x 1.7Kn/m
= 1.7Kn/m
Bedroom = 1.5Kn/m2
TOTAL DEAD LOAD
C-E : (1.44+11.4+4.05+3.12)Kn/m = 15.95Kn/m
E-H : ( 1.44+11.4+4.08)Kn/m = 16.92Kn/m
1.7Kn/m
ULTIMATE LIVE LOAD
C-E : 1.3Kn/m x 1.6 = 2.08Kn/m
E-H : 1.7Kn/m x 1.6 = 2.72Kn/m
ULTIMATE LOAD
C-E : (22.33Kn/m x 2.08) = 24.41Kn/m
E-H : (23.69Kn/m x 2.72) = 26.41Kn/m
Point load at E/1
2.08Kn/m
2.72Kn/m
24.41Kn/m
26.41Kn/m
1.BEAM (GROUND FLOOR C-H/1)
Point load at E/1R1 = 44.99Kn
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24.41Kn/m26.41Kn/m
2.6m 3.4m
C E H
44.99Kn
Ra Rb
M = 0
= (6)(Ra) – (24.41 x 2.6)(4.7) – (44.99)(3.4) – (26.41 x 3.4)(1.7)
= 6Ra – 298.29 – 152.97 – 152.65
= 6Ra – 603.91
6Ra = 603.91 Kn
Ra = 100.65 Kn
F = 0
= Rb + Ra – (24.41 x 2.6) – 44.99 – (26.41 x 3.4)
= Rb + 100.65 – 63.47 – 44.99 – 89.79
= Rb – 97.60Kn
Rb = 97.60n
1.BEAM (GROUND FLOOR C-H/1)147
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24.41Kn/m26.41Kn/m
2.6m 3.4m
C E H
44.99Kn
Ra = 100.65Kn Rb = 97.60Kn
100.65Kn
0 Kn
-97.6 Kn
0 Kn
a = (100.65 – 37.18) x 2.6 / 2
= 82.51Kn/m
177.05Knm
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
37.18 Kn
a
b
c
d
b = 37.18 x 2.6
= 96.67Kn/m
c = 7.18 x 3.4
= 24.41Kn/m
d = (97.6 – 7.81) x 3.4 / 2
= 152.64Kn/m
Conclusion
(a + b)- ( c + d) = 2.13 DIFFERENCE LESS THAN 5.
1.BEAM (GROUND FLOOR C-H/1)
-7.81 Kn
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2. BEAM (GROUND FLOOR E/1-3)
Z
GROUND FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR PLAN
2.BEAM (GROUND FLOOR E/1-3)
GROUND FLOOR SLAB LOAD DISTRIBUTION DIAGRAM
Z
Z
149
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID E-1/3 )
• DEAD LOAD FROM SLAB :
- GRID C-E/1-3
- GRID E-H/1-3
• LIVE LOAD FROM SLAB :
- GRID C-E/1-3
- GRID E-H/1-3
BEAM (GROUND FLOOR E/1-3) CARRIES:
3.7m1 3DEAD LOAD FROM BEAM SELF WEIGHT
(GRID 1/C-H)
1.44Kn/m
4.68Kn/mDEAD LOAD FROM SLAB (C-E/1-3)
DEAD LOAD FROM SLAB (E-H/1-3)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m/2
= 4.68Kn/m
6.12Kn/m(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 3.4m/2
= 6.12Kn/m
17.12Kn/m
ULTIMATE DEAD LOAD
1-3 : 12.24Kn/m x 1.4 = 17.12Kn/m
TOTAL DEAD LOAD
1-3 : (1.44 + 4.68 + 6.12)Kn/m = 12.24
2.BEAM (GROUND FLOOR E/1-3)150
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LIVE LOAD FROM SLAB (C-E/1-3)
LIVE LOAD FROM SLAB (E-H/1-3)
BEDROOM = 1.5Kn/m
1.5Kn/m x 2.6m /2
= 1.95Kn/m
3.7m1 3
1.95Kn/m
2.55Kn/m
7.2Kn/m
BEDROOM = 1.5Kn/m
1.5Kn/m x 3.4m /2
= 2.55Kn/m
ULTIMATE LIVE LOAD
1-3 : 4.5Kn/m x 1.6 = 7.2Kn/m
TOTAL LIVE LOAD
1-3 : (1.95+2.55)Kn/m = 4.5Kn/m
ULTIMATE LOAD
= ULTIMATE DEAD LOAD + ULTIMATE LIVE
LOAD
= 7.2Kn/m + 17.12Kn/m
= 24.32Kn/m
R1
24.32Kn/m
R3
R1 = R3 = Point load at E/1= 24.32Kn/m x 3.7m /2= 44.99
2.BEAM (GROUND FLOOR E/1-3)151
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24.32Kn/m
3.7m1 3
R1 = 44.99Kn R3= 44.99Kn
44.99 Kn
0 Kn
-44.99 Kn
0 Kn
41.61Knm
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
Area of positive = area of negative
44.99 x (3.7/2) /2
= 41.61
2.BEAM (GROUND FLOOR E/1-3)152
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3. BEAM (GROUND FLOOR C/1-4)
Z
GROUND FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR PLAN
3.BEAM (GROUND FLOOR C/1-4)
GROUND FLOOR SLAB LOAD DISTRIBUTION DIAGRAM
Z
Z
153
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID C/1-4 )
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID C/1-4 )
• DEAD LOAD FROM SLAB :
- GRID C-E/1-3
- GRID C-E/3-4
• LIVE LOAD FROM SLAB :
- GRID C-E/1-3
- GRID C-E/3-4
• POINT LOAD AT POINT C/3
3.BEAM (GROUND FLOOR C/1-4)
BEAM (GROUND FLOOR C/1-4) CARRIES:
2.25m 3.7m
4 3 1DEAD LOAD FROM BEAM SELF WEIGHT
(GRID C/1-4)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID C/1-4)
DEAD LOAD FROM SLAB (C-E/1-3)
DEAD LOAD FROM SLAB (C-E/3-4)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.6m /2
= 4.68Kn/m
2.7Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.25m/2 x 2/3
= 2.7Kn/m
4.68Kn/m
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2.25m 3.7m
4 3 1
21.76Kn/m 24.53Kn/mULTIMATE DEAD LOAD
1-3 : 17.52Kn/m x 1.4 = 24.53Kn/m
3-4 : 15.54Kn/m x 1.4 = 21.76Kn/m
LIVE LOAD FROM SLAB (C-E/1-3)
LIVE LOAD FROM SLAB (C/3-4)
Bedroom = 1.5Kn/m2
0.75Kn/m
(Bedroom factor) x (Lx/2)
= 1.5Kn/m2 x 2.6m/2
= 1.5Kn/m2 x 1.3m
= 1.95Kn/m
(Bedroom factor) x (Lx/2)
= 2.0Kn/m2 x 2.25m/2 x 2/3
= 0.75Kn/m
Toilet = 2.0Kn/m2
TOTAL DEAD LOAD
4-3 : (1.44+11.4+2.7)Kn/m = 15.54Kn/m
3-1: ( 1.44+11.4+4.68)Kn/m = 17.52Kn/m
1.95Kn/m
ULTIMATE LIVE LOAD
1-3 : 1.95Kn/m x 1.6 = 3.12Kn/m
3-4 : 0.75Kn/m x 1.6 = 1.2Kn/m
ULTIMATE LOAD
1-3 : (24.53Kn/m + 3.12) = 27.65Kn/m
3-4 : (21.76Kn/m + 1.2) = 22.96Kn/m
POINT LOAD AT C/3 = 43.8Kn (refer to page
158)
1.2Kn/m3.12Kn/m
22.96Kn/m 27.65Kn/m
3.BEAM (GROUND FLOOR C/1-4)
43.8 Kn
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22.96Kn/m27.65Kn/m
2.25m 3.7m
4 3 1
43.8Kn
Ra Rb
M = 0
= (5.95)(Ra) – (22.96 x 2.25)(4.825) – (43.8)(3.7) – (27.65 x 3.4)(1.85)
= 5.95Ra – 249.26 – 162.06 – 189.26
= 5.95Ra – 600.58
5.6Ra = 600.58 Kn
Ra = 100.94 Kn
F = 0
= Rb + Ra – (22.96 x 2.25) – 43.8 – (27.65 x 3.7)
= Rb + 100.67 – 51.66 – 43.8 – 102.305
= Rb – 96.83Kn
Rb = 96.83Kn
3.BEAM (GROUND FLOOR C/1-4)156
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22.96Kn/m27.65Kn/m
2.25m 3.7m
4 3 1
43.8Kn
Ra = 100.94Kn Rb = 96.83Kn
100.94 Kn
0 Kn
5.48 Kn
-96.83 Kn
0 Kn
a = (2.25 x 51.66) / 2
= 58.12Kn/m
3.7
5.48
x
169.5Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
49.28 Kna
bc
d
b = 2.25 x 49.28
= 110.88Kn/m
c = (5.48 x 0.2) / 2 = 0.548
d = (96.83 x 3.5 / 2
= 169.5Kn/m
Conclusion
a + b = c + d = 0
96.83
x
3.7
5.48
96.83 + 5.48=
=x 0.2
3.BEAM (GROUND FLOOR C/1-4)157
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4. BEAM (GROUND FLOOR 3/C-E)
Z
GROUND FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR PLAN
4. BEAM (GROUND FLOOR 3/C-E)
GROUND FLOOR SLAB LOAD DISTRIBUTION DIAGRAM
158
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 3/C-E )
• DEAD LOAD FROM BRICK WALL WEIGHT (GRID 3/C-E)
• DEAD LOAD FROM SLAB :
- GRID C-E/1-3
- GRID C-E/3-4
• LIVE LOAD FROM SLAB :
- GRID C-E/1-3
- GRID C-E/3-4
BEAM (GROUND FLOOR 3/C-E) CARRIES:
2.6mC EDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 1/C-H)
1.44Kn/m
3.12Kn/mDEAD LOAD FROM SLAB (C-E/1-3)
DEAD LOAD FROM SLAB (C-E/3-4)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 2.6m /2 x 2/3
= 3.12Kn/m
4.05Kn/m(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.25m /2
= 4.05Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID E-H/3)
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
4. BEAM (GROUND FLOOR 3/C-E)159
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LIVE LOAD FROM SLAB (C-E/1-3)
LIVE LOAD FROM SLAB (C-E/3-4)
BEDROOM = 1.5Kn/m
1.5Kn/m x 2.6m /2 x 2/3
= 1.3Kn/m
2.6mC E
1.3Kn/m
5.68Kn/m
TOILET = 2.0Kn/m
2.0Kn/m x 2.25m /2
= 2.25Kn/m
ULTIMATE LIVE LOAD
1-3 : 3.55Kn/m x 1.6 = 5.68Kn/m
TOTAL LIVE LOAD
1-3 : (1.3+2.25)Kn/m = 3.55Kn/m
ULTIMATE LOAD
= ULTIMATE DEAD LOAD + ULTIMATE LIVE
LOAD
= 28.01Kn/m + 5.68Kn/m
= 24.32Kn/m
Rc
33.69Kn/m
ReRc = Re = Point load at C/3
= 33.69Kn/m x 2.6m /2= 43.80
28.01Kn/m
ULTIMATE DEAD LOAD
1-3 : 20.01Kn/m x 1.4 = 28.01Kn/m
TOTAL DEAD LOAD
1-3 : (1.44 + 11.4 + 3.12 + 4.05)Kn/m = 20.01Kn/m
4. BEAM (GROUND FLOOR 3/C-E)
2.25Kn/m
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33.69Kn/m
2.6mC E
R1 = 43.8Kn R3= 43.8Kn
43.8 Kn
0 Kn
-43.8 Kn
0 Kn
28.47Knm
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
Area of positive = area of negative
43.8 x (2.6/2) /2
= 28.47
4. BEAM (GROUND FLOOR 3/C-E)161
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5. BEAM (GROUND FLOOR 3/E-H)
Z
GROUND FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR PLAN
5.BEAM (GROUND FLOOR 3/E-H)
GROUND FLOOR SLAB LOAD DISTRIBUTION DIAGRAM
Z
Z
162
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID 3/E-H)
• DEAD LOAD FROM BRICK WALL WEIGHT ( GRID 3/E-H )
• DEAD LOAD FROM SLAB :
- GRID E-H/1-3
• LIVE LOAD FROM SLAB :
- GRID E-H/1-3
• POINT LOAD AT POINT G/3
BEAM (GROUND FLOOR 3/E-H) CARRIES:
3.4m
E G HDEAD LOAD FROM BEAM SELF WEIGHT
(GRID 3/E-H)
1.44Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID 3/E-H)
DEAD LOAD FROM SLAB (E-H/1-3)
TOTAL DEAD LOAD
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2 x 2/3
=24Kn/m3 x 0.15m x 3.4m/2 x 2/3
= 4.08Kn/m
E-H : 1.44 + 11.4 + 4.08 = 16.92Kn/m
4.08Kn/m
5.BEAM (GROUND FLOOR 3/E-H)
0.9m
ULTIMATE DEAD LOAD
E-H : 16.92Kn/m x 1.4 = 23.69Kn/m
23.69Kn/m
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3.4mE H
LIVE LOAD FROM SLAB (E-H/3)
Bedroom = 1.5Kn/m2
(Bedroom factor) x (Lx/2) x 2/3
= 1.5Kn/m2 x 3.4m/2 x 2/3
= 1.5Kn/m2 x 1.7m
= 1.7Kn/m
ULTIMATE LIVE LOAD
E-H : 1.7Kn/m x 1.6 = 2.72Kn/m
ULTIMATE LOAD
Ultimate dead load + ultimate live load
= 26.54 + 2.72
= 29.26Kn/m
Point load at G/3 = 100.07Kn(refer to page 167)
G
1.7Kn/m
2.72Kn/m
29.26Kn/m
5.BEAM (GROUND FLOOR 3/E-H)
0.9m
29.26Kn/m
100.07Kn/m
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29.26Kn/m
2.56m 0.84m
E G H
100.07Kn
Ra Rb
M = 0
= (3.4)(Ra) – (29.26 x 2.56)(2.12) – (100.07)(0.84) – (29.26 x 0.84)(0.42)
= 3.4Ra – 158.8 – 84.06 – 10.32
= 3.4Ra – 253.183.4Ra = 253.18 Kn
Ra = 74.46 Kn
F = 0
= Rb + Ra – (29.26 x 2.56) – 100.07 – (29.26 x 0.84)
= Rb + 74.46 – 74.91 – 100.07 – 24.58
= Rb – 125.1Kn
Rb = 125.1Kn
1.BEAM (GROUND FLOOR C/1-4)165
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29.26Kn/m
2.56m 0.84m
E G H
100.07Kn
Ra = 74.46Kn Rb = 125.1Kn
74.46 Kn
0 Kn -0.45 Kn
-125.1 Kn
0 Kn
a = (74.46 x 2.56) / 2
= 95.3Kn/m
2.56 x
95.3Kn/m
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
100.52 Kn
a
b
c
d
b = 2.56 x 0.015 / 2
= 0.0192Kn/m
c = 100.52 x 0.84 = 84.44Kn/m
d = (24.58 x 0.84) / 2
= 10.32Kn/m
Conclusion
A = b + c + d = 0
74.46
x
2.56
0.45
74.46 + 0.45=
=x 0.015
1.BEAM (GROUND FLOOR C/1-4)166
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6. BEAM (GROUND FLOOR G/3-5)
GROUND FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR PLAN
6. BEAM (GROUND FLOOR G/3-5)
GROUND FLOOR SLAB LOAD DISTRIBUTION DIAGRAM167
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• DEAD LOAD FROM BEAM SELF WEIGHT ( GRID G/3-5 )
• DEAD LOAD FROM BRICK WALL WEIGHT (GRID G/3-5)
• DEAD LOAD FROM SLAB :
- GRID E-G/3-5
• LIVE LOAD FROM SLAB :
- GRID E-G/3-5
BEAM (GROUND FLOOR G/3-5) CARRIES:
6.2mE GDEAD LOAD FROM BEAM SELF WEIGHT
(GRID G/3-5)
1.44Kn/m
4.5Kn/mDEAD LOAD FROM SLAB (E-G/3-5)
*Beam size = 200mm x 300mm
*Wall size = 0.2m X 3m
*Slab thickness = 0.15m
(Density of reinforced concrete) x (Beam size)
=24Kn/m3 x 0.2m x 0.3m
= 1.44Kn/m
(Density of reinforced concrete) x (slab thickness) x
Lx/2
=24Kn/m3 x 0.15m x 2.5m /2
= 4.5Kn/m
24.28Kn/m
11.4Kn/m
DEAD LOAD FROM BRICK WALL WEIGHT
(GRID G/3-5) (assuming sliding door = brickwall)
(Density of unreinforced concrete) x (Wall size)
=19Kn/m3 x 0.2m x 3.0m
= 11.4Kn/m
6. BEAM (GROUND FLOOR G/3-5)168
ULTIMATE DEAD LOAD
17.34Kn/m x 1.4 = 24.28Kn/m
TOTAL DEAD LOAD
1-3 : (1.44 + 11.4 + 4.5)Kn/m = 17.34Kn/m
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LIVE LOAD FROM SLAB (C-E/1-3)
CORRIDOR = 4.0Kn/m
4.0Kn/m x 2.5m /2
= 5Kn/m
6.2mC E
32.28Kn/m
ULTIMATE LIVE LOAD
5Kn/m x 1.6 = 8Kn/m
TOTAL LIVE LOAD
5Kn/m
ULTIMATE LOAD
= ULTIMATE DEAD LOAD + ULTIMATE LIVE
LOAD
= 24.28Kn/m + 8Kn/m
= 32.28Kn/m
Rc Re
Rc = Re = Point load at G/3= 32.28Kn/m x 6.2m /2= 100.07
5Kn/m
8Kn/m
6. BEAM (GROUND FLOOR G/3-5)169
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32.28Kn/m
6.2mC E
Rc = 100.07Kn Re= 100.07Kn
100.07 Kn
0 Kn
-100.07Kn
0 Kn
155.12Knm
LOAD DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT
DIAGRAM
Area of positive = area of negative
100.07 x (6.2/2) /2
= 155.12
6. BEAM (GROUND FLOOR G/3-5)170
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CHOOSEN COLUMNS 1. H/12. H/33. G/5
TRISTAN YU TZE-XIEN 0317729
GENERAL INFO
*Height of the floors=3m
*Brick wall 200mm thick
Dead Load= 3.0m x 0.2m x 19 kN/m3
= 11.4kN/m
*Beam size is 200mm x 300mm
Dead Load= 0.15 m x 0.3 m x 24 kN/m3
= 1.44kN/m
*Slab thickness is 150mm,
Dead Load= 0.15m x 24 kN/m3
= 3.6 kN/m2
*Column size=300 x 300mm
Dead Load= 0.3m x 0.3m x 3m x 24 kN/m3
= 6.48 kN
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1
2
3
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2
1
3
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1
2
3
TRISTAN YU TZE-XIEN 0317729
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1. COLUMN H/1
1. COLUMN H/1
1
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR PLAN
GROUND FLOOR PLAN
3.14m
TRISTAN YU TZE-XIEN 0317729
1.85m
3.14m
1.85m1
1
3.14m
1.85m
3.14m
1.85m 1
1
3.14m
1.85m
3.14m
1.85m 1
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1.8
5m
3.15m
Dead Load acting on column H/1.
Dead Load
2.15m 0.99m
Roof Level
Roof Level Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 5.8m2 x 24Kn/m3 x 0.15 kN/m2
=20.88 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.84m x 24Kn/m3 x (0.2 x 0.3)m
= 9.85 Kn
30.73Kn
1st Floor
1st Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(2.15 + 1.85)m x 19Kn/m3 x (0.2 x 3)m
=45.6 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 5.8m2 x 24Kn/m3 x 0.15 kN/m2
=20.88 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 6.84m x 24Kn/m3 x (0.2 x 0.3)m
= 9.85 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN 82.81Kn
1.8
5m
3.15m
2.15m
TRISTAN YU TZE-XIEN 0317729
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Grd Floor
TOTAL DEAD LOAD
= (30.73 + 82.81 + 94.1)
=207.64Kn
ULTIMATE DEAD LOAD
= 207.64Kn x 1.4
= 290.7 Kn
1.8
5m
3.15m
2.15m
Grd Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(2.15 + 0.99 + 1.85) x 19Kn/m3 x (0.2 x 3)m
=56.89 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 5.8m2 x 24Kn/m3 x 0.15 kN/m2
=20.88 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= (2.15 + 0.99 + 1.85 + 1.85)m x 24Kn/m3 x (0.2 x 0.3)m
= 9.85 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN 94.1Kn
TRISTAN YU TZE-XIEN 0317729
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1.8
5m
3.15m
Live Load acting on column H/1. Live Load
2.15m 0.99m
Roof Level
Roof LevelSlab live load :
(Total slab area) x (roof live load factor)
= 5.8m2 x 0.5Kn/m2
=2.9 Kn
2.9Kn
1st Floor
1.8
5m
3.15m
2.15m1st Floor
Bedroom
(Total bedroom areas) x (bedroom factor)
=(2.15m x 1.85m) (1.5Kn/m2)
=5.97 Kn
Balcony
*Assume balcony is 1.5Kn/m2 similar to bedroom
factor
(Total balcony area) x (balcony factor)
= (0.99m x 1.85m) x 1.5 kN/m2
=2.75 Kn
8.72Kn
Grd Floor
1.8
5m
3.15m
2.15m
Grd Floor
Bedroom
(Total bedroom areas) x (bedroom factor)
=(2.15m x 1.85m) (1.5Kn/m2)
=5.97 Kn
Patio
*Assume patio is 1.5Kn/m2 similar to bedroom factor
(Total patio area) x (patio factor)
= (0.99m x 1.85m) x 1.5 kN/m2
=2.75 Kn
8.72Kn
TRISTAN YU TZE-XIEN 0317729
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1. COLUMN H/1
So, ultimate load acting on column H/1= 323.24 Kn
TOTAL LIVE LOAD
= (2.9 + 8.72 + 8.72) Kn
= 20.34Kn
ULTIMATE LIVE LOAD
= 20.34Kn x 1.6
= 32.54 Kn
ULTIMATE LOAD
= Untimate Dead Load + Ultimate Live Load
= 290.7Kn + 32.54Kn
= 323.24 Kn
TRISTAN YU TZE-XIEN 0317729
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1. COLUMN H/3
1. COLUMN H/3
2
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR PLAN
GROUND FLOOR PLAN
TRISTAN YU TZE-XIEN 0317729
4.95m
2.66m
3.1m
24.95m
2.66m
3.1m
24.95m
2.66m
3.1m
24.95m
2.66m
3.1m
24.95m
2.66m
3.1m
24.95m
2.66m
3.1m
180
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Dead Load acting on column H/3.
Dead LoadRoof Level
Roof Level Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 7.49m2 x 24Kn/m3 x 0.15 kN/m2
=26.96 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.61m x 24Kn/m3 x (0.2 x 0.3)m
= 10.96 Kn
37.92Kn
1st Floor
24.95m
2.66m
3.1m
6.2
m
3.15m
3.7
m
24.95m
2.66m
3.1m
6.2
m
3.15m
3.7
m
1st Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(1.67 + 1.85 + 3.1)m x 19Kn/m3 x (0.2 x 3)m
=75.47 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 7.49m2 x 24Kn/m3 x 0.15 kN/m2
=26.96 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.61m x 24Kn/m3 x (0.2 x 0.3)m
= 10.96 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
119.87Kn
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Grd Floor
TOTAL DEAD LOAD
= (37.92 + 119.87 + 131.15)
=382.17 Kn
ULTIMATE DEAD LOAD
= 382.17 Kn x 1.4
= 535.038 Kn
Grd Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(1.67 + 1.85 + 3.1 + 0.99) x 19Kn/m3 x (0.2 x 3)m
=86.75 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 7.49m2 x 24Kn/m3 x 0.15 kN/m2
=26.96 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.61m x 24Kn/m3 x (0.2 x 0.3)m
= 10.96 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
131.15Kn
TRISTAN YU TZE-XIEN 0317729
24.95m
2.66m
3.1m
6.2
m
3.15m
3.7
m
182
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Live Load acting on column H/3. Live LoadRoof Level
Roof LevelSlab live load :
(Total slab area) x (roof live load factor)
= 7.49m2 x 0.5Kn/m2
=3.75 Kn
3.75Kn
1st Floor
3.1
m
2.66m
1st Floor
Balcony
*Assume balcony is 1.5Kn/m2 similar to bedroom
factor
(Total balcony area) x (balcony factor)
= (0.99 x 1.85)m2 x 1.5 kN/m2
=2.75 Kn
Bedroom
(Total bedroom area) x (bedroom factor)
= (1.67 x 1.85)m2 x 1.5 kN/m2
=4.63 Kn
Corridor
(Total corridor area) x (corridor factor)
= (3.1 x 0.83)m2 x 4.0 kN/m2
=10.29 Kn
21.42Kn
Grd Floor Grd Floor
Patio
*Assume balcony is 1.5Kn/m2 similar to bedroom
factor
(Total bedroom area) x (bedroom factor)
= (0.99 x 1.85)m2 x 1.5 kN/m2
=2.75 Kn
Bedroom
(Total bedroom area) x (bedroom factor)
= (1.67 x 1.85)m2 x 1.5 kN/m2
=4.63 Kn
Corridor
(Total corridor area) x (corridor factor)
= (3.1 x 0.83)m2 x 4.0 kN/m2
=10.29 Kn
21.42Kn
TRISTAN YU TZE-XIEN 0317729
1.8
5m
3.1
m
2.66m
1.8
5m
3.1
m
2.66m
1.8
5m
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1. COLUMN H/3
So, ultimate load acting on column H/3= 569.308 Kn
TOTAL LIVE LOAD
= (3.75 + 21.42 + 21.42) Kn
= 21.42Kn
ULTIMATE LIVE LOAD
= 21.42Kn x 1.6
= 34.27 Kn
ULTIMATE LOAD
= Ultimate Dead Load + Ultimate Live Load
= 535.038 + 34.27
= 569.308 Kn
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1. COLUMN G/5
1. COLUMN G/5
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR BEAM & COLUMN LAYOUT
GROUND FLOOR BEAM & COLUMN LAYOUT
ROOF BEAM & COLUMN LAYOUT
FIRST FLOOR PLAN
GROUND FLOOR PLAN
TRISTAN YU TZE-XIEN 0317729
3.1m
0.83m
1.3m
2.25m1.25m
3.1m
0.83m
1.3m
2.25m1.25m
3.1m
0.83m
1.3m
2.25m1.25m
3.1m
0.83m
1.3m
2.25m1.25m
3.1m
0.83m
1.3m
2.25m1.25m
3.1m
0.83m
1.3m
2.25m1.25m
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Dead Load acting on column G/5.
Dead LoadRoof Level
Roof Level Roof Level Slab dead load (assuming roof is concrete slab):
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 8.43m2 x 24Kn/m3 x 0.15 kN/m2
=30.35 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.9m x 24Kn/m3 x (0.2 x 0.3)m
= 11.38 Kn
41.73Kn
1st Floor
1st Floor
Walls dead load
(Total wall length) x (brick wall density) x ( wall size)
=(3.1 + 2.25)m x 19Kn/m3 x (0.2 x 3)m
=60.99 Kn
Slabs dead load
(Total slab area) x (reinforced concrete density) x (slab
thickness)
= 8.43m2 x 24Kn/m3 x 0.15 kN/m2
=30.35 Kn
Beam dead load :
(total beam length) x (reinforced concrete density) x
(Beam size)
= 7.9m x 24Kn/m3 x (0.2 x 0.3)m
= 11.38 Kn
Column
(reinforced concrete density) x (Column size)
= 24Kn/m3 x 0.3m x 0.3m x 3m
= 6.48 kN
109.2Kn
TRISTAN YU TZE-XIEN 0317729
1.3
m
0.83m
3.1
m
2.25m
1.3
m
0.83m
3.1
m
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Live Load acting on column H/3. Live LoadRoof Level
Roof LevelSlab live load :
(Total slab area) x (roof live load factor)
= 8.43m2 x 0.5Kn/m2
=4.22 Kn
4.22Kn
1st Floor 1st Floor
Corridor
(Total corridor areas) x (corridor factor)
= (3.875 + 1.625) (4.0Kn/m2)
= 22 Kn
Stair
(Total balcony area) x (balcony factor)
= (2.25 x 1.3) x 1.5 kN/m2
= 4.39 Kn
26.39Kn
Grd Floor Grd Floor
Corridor
(Total corridor areas) x (corridor factor)
= (3.875 + 1.625) (4.0Kn/m2)
= 22 Kn
Stair
(Total balcony area) x (balcony factor)
= (2.25 x 1.3) x 1.5 kN/m2
= 4.39 Kn
26.39Kn
TRISTAN YU TZE-XIEN 0317729
1.3
m
0.83m
3.1
m
2.25m
1.3
m
0.83m
3.1
m
2.25m
1.3
m
0.83m
3.1
m
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1. COLUMN G/5
So, ultimate load acting on column G/5= 351.33 Kn
TOTAL LIVE LOAD
= (4.22 + 26.39 + 26.39) Kn
= 57 Kn
ULTIMATE LIVE LOAD
= 57 Kn x 1.6
= 91.2 Kn
ULTIMATE LOAD
= Ultimate Dead Load + Ultimate Live Load
= 260.13 + 91.2
= 351.33 Kn
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188