56
Column number Effective length Effective Area Beams on floor Grid C 0.5*3.225 1.13 5.00 C10 Grid 10 0.5*1.4 C9 Grid C 0.5*3.225 1.13 3.48 Grid 9 0.5*1.4 1.51 Grid C2 0.5*3.225 4.21 - Grid 9 0.5*1.4+0.5*3.825 5.64 Grid C2 0.5*3.225 4.21 - Grid 10 0.5*1.4+0.5*3.825 5.64 E9 Grid E 0.5*3.225 6.71 3.48 Grid 9 0.5*3.825+0.5*4.5 8.99 E10 Grid E 0.5*3.225 6.71 3.48 Grid 10 0.5*8.825+0.5*4.5 8.99 G9 Grid G 0.5*3.225 3.48 Grid 9 0.5*4.5+0.5*5.225 7.84 10.50 G10 Grid G 0.5*3.225 3.48 Grid 10 0.5*4.5+0.5*5.225 7.84 10.50 H9 Grid H 0.5*3.225 4.21 3.48 Grid 9 0.5*5.225 5.64 C29 C2 10

Column Loads

Embed Size (px)

DESCRIPTION

column load calculation for four storey office

Citation preview

Tie BeamDead Loads

Column number Effective length Effective Area Beamson floor Other

Grid C 0.5*3.225 1.13 5.00 2.61C10 Grid 10 0.5*1.4

C9 Grid C 0.5*3.225 1.13 3.48 2.61Grid 9 0.5*1.4 1.51 -

Grid C2 0.5*3.225 4.21 - 2.61

Grid 9 0.5*1.4+0.5*3.825 5.64 -

Grid C2 0.5*3.225 4.21 - 2.61Grid 10 0.5*1.4+0.5*3.825 5.64 -

E9 Grid E 0.5*3.225 6.71 3.48 -Grid 9 0.5*3.825+0.5*4.5 8.99 -

E10 Grid E 0.5*3.225 6.71 3.48Grid 10 0.5*8.825+0.5*4.5 8.99

G9 Grid G 0.5*3.225 3.48Grid 9 0.5*4.5+0.5*5.225 7.84 10.50

G10 Grid G 0.5*3.225 3.48Grid 10 0.5*4.5+0.5*5.225 7.84 10.50

H9 Grid H 0.5*3.225 4.21 3.48Grid 9 0.5*5.225 5.64

C29

C2 10

H10 Grid H 0.5*3.225 4.21 3.48Grid 10 0.5*5.225 5.64

H8 Grid HGrid 8

G8 Grid GGrid 8

E8 Grid EGrid 8

C8 Grid CGrid 8

Grid CC7 Grid 7

Grid EE7 Grid 7

G7 Grid GGrid 7

H7 Grid HGrid 7

C6 Grid CGrid 6

E6 Grid EGrid 6

G6 Grid G

Grid 6

H6 Grid HGrid 6

H5 Grid HGrid 5

G5 Grid GGrid 5

E5 Grid EGrid 5

C5 Grid CGrid 5

E4d' Grid EGrid 4d'

E4a' Grid EGrid 4a'

E4a Grid EGrid 4a

F4d Grid FGrid 4d

F4b Grid FGrid 4b

G4d Grid GGrid 4d

G4b Grid GGrid 4b

G4a Grid GGrid 4a

H4c Grid HGrid 4c

H4a Grid HGrid 4a

Tie BeamDead Loads

Brick walls RW SLAB Ceiling Finishes Partitions Stair CaseOn beams Other

44.17 2.03 4.06

30.80 - 2.03 4.0614.55

-

54.31 7.58 15.17

-49.90 7.58 15.17

- -86.54

79.50 5.55 11.10

30.80101.09

30.8092.87

30.80- 54.31

30.8049.90

Tie Beam First Floor LevelImposed Load Dead Loads

Genaral use Stair landing Lobby Toilet area Conference Area

4.52

4.52

16.85

16.85

-

12.34

First Floor LevelDead Loads

Effective length Effective Area Beams Brick walls RW SLABon floor Other On beams Other

0.5*3.225 1.13 3.48 2.61 30.800.5*1.4 1.51 13.37

0.5*4.225+0.5*3.225 8.05 2.61 71.150.5*1.4 1.13 1.51 13.37

0.5*3.225 4.21 - 2.61

0.5*1.4+0.5+3.825 5.64 - 49.90

0.5*3.225 4.21 2.610.5*1.4+0.5+3.825 5.64 49.90

0.5*3.225+0.5*4.225 6.71 8.05 40.35 13.060.5*3.825+0.5*4.5 8.99 78.90

0.5*3.225 6.71 3.480.5*3.825+0.5*4.5 8.99 79.50 13.06

0.5*4.225+0.5*3.225 7.84 8.05 40.35 28.230.5*4.5+0.5*5.225 10.50 49.90

0.5*3.225 7.84 3.480.5*4.5+0.5*5.225 10.50 92.87 28.23

0.5*4.225+0.5*3.225 4.21 8.05 71.15 15.170.5*5.225 5.64 49.90

0.5*3.225 4.21 3.48 30.80 15.170.5*5.225 5.64 49.90

0.5*4.225 5.52 4.56 40.350.5*5.225 5.64 54.31

0.5*4.225 10.27 4.56 40.350.5*5.225+0.5*4.5 10.50 101.09

0.5*4.225 4.56 40.350.5*5.225+0.5*4.5 10.27 10.50 101.09

0.5*4.225 5.52 4.56 40.350.5*5.225 5.64 54.31

First Floor LevelDead Loads Imposed Load

Ceiling Finishes Partitions Stair Case Genaral use Stair landing Lobby Toilet area

2.03 4.06 4.52

2.03 4.06 4.52

7.58 15.17 16.85

7.58 15.17 16.85

12.08 11.10 12.34 14.51

12.08 11.10 12.34 14.51

14.11 31.36

14.11 31.36

7.58 16.85

7.58 16.85

First Floor Level Second Floor LevelImposed Load Dead Loads

Conference Area Effective length Effective Area Beams Brick wallson floor Other On beams Other

0.5*3.225 1.13 3.48 2.61 30.800.5*1.4 1.51 13.37

0.5*4.225+0.5*3.225 3.87 8.05 2.61 71.150.5*1.4+0.6 2.81 14.74 4.81

0.5*3.225 9.78 2.61 2.61

0.5*1.4+0.5*3.825 5.64 49.90

0.5*3.225 4.21 2.610.5*1.4+0.5+3.825 5.64 49.90

0.5*4.225+0.5*3.225 15.51 8.05 20.580.5*3.825+0.5*4.5 4.16 36.53

0.5*3.225 6.71 3.480.5*3.825+0.5*4.5 8.99 79.50

0.5*4.225+0.5*3.225 8.05 36.280.5*5.225+0.5*4.5 18.11 4.86

0.5*3.225 7.84078125 3.480.5*4.5+0.5*5.225 10.50 92.87

0.5*4.225+0.5*3.225 11.97 8.05 71.15 4.810.5*5.225+0.6 6.94 1.37

0.5*3.225 4.21 3.48 30.800.5*5.225 5.64 49.90

4.225 13.57 9.13 80.70 9.620.5*5.225+0.6 6.94 49.90

4.225 20.54 9.13 41.150.5*5.225+0.5*4.5 10.50 49.90

4.225 20.54 9.13 41.150.5*5.225+0.5*4.5 10.50

4.225 13.57 9.13 80.70 9.620.5*5.225+0.6 6.94

4.225 13.57 9.13 80.70 9.620.5*5.225+0.6 6.94 49.90

4.225 20.54 9.13 41.150.5*5.225+0.5*4.5 10.50 49.90

4.225 20.54 9.13 41.150.5*5.225+0.5*4.5 10.50 49.90

4.225 13.57 9.13 80.70 9.620.5*5.225+0.6 6.94 49.90

4.225 13.57 9.13 80.70 9.620.5*5.225+0.6 6.94

4.225 20.54 9.13 41.150.5*5.225+0.5*4.5 10.50

4.225 20.54 9.13 60.93

0.5*5.225+0.5*4.5 10.50 49.90

4.225 13.57 9.13 80.70 9.620.5*5.225+0.6 6.94 49.90

0.5*4.225+0.5*4 6.78640625 8.88 78.55 6.180.5*5.225+0.6 6.94 49.90

4.225*0.5+0.5*3.44 12.85 8.28 73.20 3.920.5*5.225+0.5*4.5 10.50 40.35

0.5*4.225+0.5*2.945 7.74 48.700.5*5.225+0.5*4.5 10.50 71.81

0.5*4.225 6.78640625 4.56 40.35 6.180.5*5.225+0.6 6.94 49.90

2.945 0 6.36 56.250

2.945 0 6.36 58.740

0.5*2.945 0 3.18 30.610.5*4.5 4.86

0.5*1.04+0.5*4 1.89 2.06 4.550.5*1.5

0.5*1.04+0.5*4 1.89 2.06 4.550.5*1.5

0.5*1.04+0.5*4 1.89 4.32 48.130.5*1.5

0.5*1.04+0.5*4 1.89 4.32 48.130.5*1.5

0.5*3.44 0 3.72 32.850.5*4.5+0.5*5.225 10.50

4 8.64 76.400 0

0.5*4 0 4.32 38.200.5*5.225 5.64

Second Floor LevelDead Loads Imposed Load

RW SLAB Ceiling Finishes Partitions Stair Case Genaral useStair landinLobby Toilet area

2.03 4.06 4.52

9.89 4.06 3.70 4.52

19.87 15.17 13.80 16.85

7.58 15.17 16.85

44.72 27.91 11.10 10.10 12.34 33.53

13.06 12.08 11.10 12.34 14.51

65.21 32.60 24.33 33.53

28.23 14.11 31.36

39.60 19.80 27.50

15.17 7.58 16.85

28.99 14.50 13.80

36.98 18.49 13.80 19.01

36.98 18.49 13.80 19.01

28.99 14.50 13.80

4.64 9.29 10.32

46.78

6.80 3.40 7.56

6.80 3.40 7.56

6.80 3.40 7.56

6.80 3.40 7.56

101.09

54.31

Second Floor Level Third Floor LevelImposed Load Dead Loads

Conference Area Balconey Effective length Effective Area Beamson floor Other

0.5*3.225 4.21 3.480.5*5.225 5.64

5.07 0.5*3.225+0.5*4.225 9.73 8.050.5*5.225 5.64

0.5*3.225+0.5*4.225 18.11 8.050.5*5.225+0.5*4.5 10.50

0.5*3.225 3.63 3.480.5*5.225+0.5*4.5 10.50

0.5*3.225+0.5*4.225 18.11 8.050.5*5.225+0.5*4.5 10.50

0.5*3.225 7.84 3.480.5*5.225+0.5*4.5 10.50

5.07 0.5*3.225+0.5*4.225 9.73 8.050.5*5.225

0.5*3.225 4.21 3.480.5*5.225 5.64

10.14 4.225 11.04 9.130.5*5.225 5.64

4.225 20.54 9.130.5*5.225+0.5*4.5 10.50

4.225 20.54 9.130.5*5.225+0.5*4.5 10.50

10.14 4.225 11.04 9.130.5*5.225 5.64

4.225 11.04 9.1310.14 0.5*5.225 5.64

4.225 20.54 9.130.5*5.225+0.5*4.5 10.50

4.225 20.54 9.130.5*5.225+0.5*4.5 10.50

10.14 4.225 11.04 9.130.5*5.225 5.64

10.14 4.225 11.04 9.130.5*5.225 5.64

4.225 20.54 9.130.5*5.225+0.5*4.5 10.50

4.225 20.54 9.13

0.5*5.225+0.5*4.5 10.50

10.14 4.225 13.44 9.130.5*5.225 5.64

5.07 0.5*4.225+0.5*4 10.74 8.880.5*5.225 5.64

0.5*4.225+0.5*2.945 8.28 3.720.5*5.225+0.5*4.5 10.50

0.5*2.945+0.5*4.225 13.59 7.740.5*5.225+0.5*4.5 10.50

5.07 0.5*5.225 5.52 4.560.5*4.225 5.64

2.945 8.39 6.36

2.945 7.51 6.36

0.5*2.945 3.31 3.180.5*4.5 4.86

0.5*3.44+0.5*1.04 3.36 4.840

0.5*3.44+0.5*1.04 3.36 4.84

0.5*3.44 0.00 3.72

0.5*3.44 0.00 3.72

0.5*3.44 1.29 3.72 3.720.5*4.5+0.5*5.225 10.50

4 0.00 8.640

2 0.00 4.320.5*5.225 5.64

Third Floor LevelDead Loads Imposed Load

Brick walls RW SLAB Ceiling Finishes Partitions Stair Case Genaral useOn beams Other

30.6449.64

70.77 4.55 24.43 12.22 13.8049.64 1.37

20.31 50.04 25.02 15.17 13.8049.64

13.06 6.5392.39

35.81 85.07 32.60 38.93

15.50 28.23 14.11 10.5392.39

70.77 4.55 59.22 19.68 24.331.37

30.80 15.17 7.5849.90

80.27 52.81 68.24 24.19 13.8049.64 46.43

40.62 93.83 36.98 13.8049.64

40.62 73.96 36.98 27.5949.64

80.27 9.11 48.38 24.19 27.5949.64 2.73

80.27 9.11 48.38 24.19 27.5949.64 2.73

40.62 73.96 36.98 27.5949.64

40.62 73.96 36.98 13.8049.64

80.27 9.11 48.38 24.19 13.8049.64 2.73

80.27 9.11 48.38 24.19 27.5949.64 2.73

40.62 73.96 36.98 27.5949.64

40.62 93.83 36.98 13.80

49.64

80.27 9.11 68.24 24.19 13.8049.64 2.73

78.14 48.25 41.20 10.6749.64 45.07

52.99 3.92 61.49 20.813.42

48.29 3.35 52.09 26.04 13.8049.64

40.14 4.55 24.19 9.93 13.8049.64 1.37

55.96 6.71 30.20 15.10

55.96 3.35 27.04 13.52

27.98 7.95 3.9842.75

5.10 12.10 6.05

5.10 12.10 6.05

32.85

32.85

3.92 4.64 6.97 9.2992.39

76.00

38.0049.64

Third Floor Level Dead Load

Imposed Load GFStair landing Lobby Toilet area Conference Area Balcony pantry

57.87

4.80 59.05

85.32

80.90

16.85 33.53 99.01

14.51 108.63

33.53 145.88

14.51 137.66

4.80 94.24

16.85 89.82

22.08 9.60

38.03 22.08

38.03

9.60

9.60

38.03

76.05 22.08

22.08 9.60

9.60

38.03

44.15 22.08

9.60 22.08

11.04 4.80

24.17 22.08

32.27 3.53

4.80

26.51 7.07

26.51 4.80

8.83

13.44

13.44

10.32 5.16

Dead Load Imposed Load DL IL

1F 2F 3F GF 1F 2F 3F

57.87 57.87 89.40 4.52 4.52 4.52 0.00 263.01 9.03

102.78 118.11 176.67 4.52 4.52 13.28 18.60 456.62 36.39

80.90 95.80 0.00 16.85 16.85 30.65 0.00 262.02 47.50

80.90 80.90 0.00 16.85 16.85 16.85 0.00 242.71 33.70

172.53 153.04 178.72 0.00 26.85 55.96 64.17 603.31 146.98

128.22 128.22 125.97 12.34 26.85 26.85 14.51 491.04 68.21

151.14 147.00 172.04 0.00 31.36 57.85 72.45 616.05 161.67

149.20 149.20 164.22 0.00 31.36 31.36 25.04 600.27 87.77

157.48 151.70 163.64 0.00 16.85 32.57 29.13 567.07 78.55

112.57 112.57 112.57 0.00 16.85 16.85 16.85 427.54 50.55

104.87 199.77 336.35 0.00 0.00 23.94 45.47 641.00 69.41

156.51 166.15 240.69 0.00 0.00 32.81 73.90 563.35 106.71

156.51 116.25 220.82 0.00 0.00 32.81 65.62 493.58 98.43

104.87 149.87 229.09 0.00 0.00 23.94 37.19 483.83 61.13

156.28 229.09 0.00 0.00 10.14 37.19 385.37 47.33

110.68 220.82 0.00 0.00 0.00 65.62 331.50 65.62

110.68 220.82 0.00 0.00 0.00 111.92 331.50 111.92

156.28 229.09 0.00 0.00 10.14 45.47 385.37 55.61

106.38 229.09 0.00 0.00 10.14 37.19 335.47 47.33

60.78 220.82 0.00 0.00 0.00 65.62 281.61 65.62

130.45 240.69 0.00 0.00 0.00 80.02 371.14 80.02

156.28 248.95 0.00 0.00 10.14 45.47 405.24 55.61

150.45 287.48 0.00 0.00 5.07 15.84 437.93 20.91

150.18 165.12 0.00 0.00 10.32 46.25 315.30 56.57

138.76 197.65 0.00 0.00 0.00 49.60 336.42 49.60

107.93 140.02 0.00 0.00 5.07 18.60 247.95 23.67

62.61 114.33 0.00 0.00 0.00 33.57 176.94 33.57

65.10 106.22 0.00 0.00 0.00 31.31 171.32 31.31

85.43 90.70 0.00 0.00 0.00 8.83 176.13 8.83

16.82 28.08 0.00 0.00 7.56 13.44 44.90 21.00

16.82 28.08 0.00 0.00 7.56 13.44 44.90 21.00

62.66 36.57 0.00 0.00 7.56 0.00 99.23 7.56

62.66 36.57 0.00 0.00 7.56 0.00 99.23 7.56

148.16 135.14 0.00 0.00 0.00 15.48 283.30 15.48

85.04 84.64 0.00 0.00 0.00 0.00 169.68 0.00

102.48 97.60 0.00 0.00 0.00 0.00 200.08 0.00

Total

272.04

493.01

309.52

276.41

750.29

559.25

777.72

688.05

645.61

478.09

710.41

670.06

592.01

544.96

432.70

397.12

443.43

440.98

382.80

347.23

451.17

460.85

458.84

371.87

386.01

271.62

210.51

202.63

184.96

65.90

65.90

106.79

106.79

298.78

169.68

200.08

777.72