Project Name: NEW FUTURAProject Number: KTP/10/13

Designer: T T ENGINEERING CONSULTANTS LLPF:\TEONG\data\[NTFS]\TEONG FILES\MY WORK\KTP CONSULTANTS PTE LTD\2013\NEW FUTURA\ST08-E

DECK\AC CAL\RC BEAM RAPT\BBQ 02 Column.rpo

RAPT - Version: 6.2.2.2Reinforced And Post-Tensioned Concrete Analysis & Design Package

Copyright(C) 1988 - 2010 PCDC Pty. Ltd. All Rights Reserved

LicenseeT T Engineering Consultants

150 South Bridge RoadFook Hai Building#05-02B

Singapore 058727����311462110408UP

0 0 60 120 180 240 300mm

70

140

210

280

0mm

Input

GeneralDesigner A

Project Name A

Project Number A

Description A

Design Code List

Material List

Concrete Strength List

Rotation #.#

Tension Curve Y/N

T T ENGINEERING CONSULTANTS LLP

NEW FUTURA

KTP/10/13

Singapore - CP 65*SAVED*

Singapore - Singapore Materials*SAVED*

35MPa

0

N

Circle

#Solid/Void X Y Radius

List mm mm mm

1 Solid 0 0 150

Reinforcement Bar

#

Reinforcement BarType

Reinforcement Bar Size Number ofbundled

bars

X Y Distance TendonForce

List List List mm mm mm kN

1

2

3

4

5

T, Deformed, 460MPa 13, 13mm, 132.7mm2 1 150 56.5 10000 0

216.1 83.9 10000 0

243.5 150 10000 0

216.1 216.1 10000 0

150 243.5 10000 0

#

Reinforcement BarType

Reinforcement Bar Size Number ofbundled

bars

X Y Distance TendonForce

List List List mm mm mm kN

6

7

8

83.9 216.1 10000 0

56.5 150 10000 0

83.9 83.9 10000 0

Design DataCapacity Reduction Factor in Flexure - Tension #.#

Capacity Reduction Factor in Flexure - Compression #.#

Capacity Reduction Factor in Shear #.#

Concrete Material Factor Flexure #.#

Concrete Material Factor Shear #.#

Reinforcement Material Factor #.#

Maximum Depth of Neutral Axis for Ductility #.#

Shear Enhancement near Support Y/N

Design Period in Years #.#

Relative Humidity %

Average Temperature C.

Long Term Calculation Basis List

Concrete Strength Gain Rate List

1

1

1

1.5

1.25

1.15

0.5

N

30

50

20

Code Default

S

Design Points

-1

Moment AxialForce

Description

kNm kN A

0 35 450

SlendernessLength Unsupported mm

Column Framing List

Effective Length Factor Braced #.#

Smaller End Moment M1s kNm

Larger End Moment M2s kNm

Applied Axial Load kN

Member Depth b mm

3500

Braced

1

25

35

350

265

RAPT 6.2.2.2 8/14/2014 4:11:45 PM Page 2/8 Licensee: T T Engineering Consultants �License No.: 311462110408UP

General Interaction Diagram

NEW FUTURA - Circle 150mmReinforcement Bar, 8 T13Reinforcement Ratio - 1.50%Singapore - CP 65Singapore - Singapore MaterialsConcrete Strength - 35MPaRotation 0.00 degrees clockwise. - Top Face in Compression

0 0 120 240 300mm

70

140

210

280

0mm

0 5 10 15 20 25 30 35 40 45 50 55 kNm

200

400

600

800

1000

1200

1400

0

kN

1513

16, 1336

19, 1297

55, 455

39

Minimum Decompression Balanced

RAPT 6.2.2.2 8/14/2014 4:11:46 PM Page 3/8 Licensee: T T Engineering Consultants �License No.: 311462110408UP

Column Interaction DiagramPoint Moment Axial Phi Ratio of

Neutral AxisDepth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

# kNm kN #.# #.# mm #.# A

1 0 1513.1 1 15.3731 3000 1.1667 Pure Axial Nuo - dp = 150mm

2 0 1513.1 1 4.8316 942.9 3.7121

3 0.28 1510.15 1 2.6354 514.3 6.8056

4 4.41 1460.55 1 1.9033 371.4 9.4231

5 15.96 1335.88 1 1.5373 300 11.6667 Decompression

6 18.64 1306.56 1 1.4946 291.7 12

7 21.32 1276.18 1 1.4542 283.8 12.3333

8 23.92 1245.39 1 1.4159 276.3 12.6667

9 26.4 1214.56 1 1.3796 269.2 13

10 28.73 1183.93 1 1.3451 262.5 13.3333

11 30.91 1153.65 1 1.3123 256.1 13.6667

12 32.94 1123.83 1 1.2811 250 14

13 34.83 1094.54 1 1.2513 244.2 14.3333

14 36.6 1065.57 1 1.2229 238.6 14.6667

15 38.24 1037.15 1 1.1957 233.3 15

16 39.76 1009.33 1 1.1697 228.3 15.3333

17 41.16 982.13 1 1.1448 223.4 15.6667

18 42.46 955.55 1 1.121 218.8 16

19 43.67 929.37 1 1.0981 214.3 16.3333

20 44.81 903.48 1 1.0761 210 16.6667

21 45.86 878.15 1 1.055 205.9 17

22 46.85 853.38 1 1.0347 201.9 17.3333

23 47.76 829.15 1 1.0152 198.1 17.6667

24 48.6 805.43 1 0.9964 194.4 18

25 49.39 782.22 1 0.9783 190.9 18.3333

26 50.06 758.57 1 0.9608 187.5 18.6667

27 50.65 734.8 1 0.944 184.2 19

28 51.19 711.48 1 0.9277 181 19.3333

29 51.69 688.6 1 0.912 178 19.6667

30 52.15 666.15 1 0.8968 175 20

31 52.58 644.1 1 0.8821 172.1 20.3333

32 52.98 622.44 1 0.8678 169.4 20.6667

33 53.35 601.16 1 0.8541 166.7 21

34 53.69 580.24 1 0.8407 164.1 21.3333

35 54.01 559.67 1 0.8278 161.5 21.6667

36 54.31 539.44 1 0.8152 159.1 22

37 54.59 519.53 1 0.8031 156.7 22.3333

38 54.68 501.79 1 0.7913 154.4 22.6667

39 54.72 484.7 1 0.7798 152.2 23

40 54.76 454.94 1 0.7603 148.4 23.5889 Balanced Point

41 49.75 222.3 1 0.5983 116.7 29.9795

42 48.82 198.39 1 0.5823 113.6 30.8008

43 47.89 175.23 1 0.5672 110.7 31.6222

44 46.97 152.75 1 0.5528 107.9 32.4435

45 46.05 130.9 1 0.5392 105.2 33.2649

46 45.14 109.65 1 0.5262 102.7 34.0862

47 44.25 88.94 1 0.5138 100.3 34.9076

48 43.37 68.75 1 0.502 98 35.729

49 42.5 50.73 1 0.4907 95.8 36.5503

50 41.64 38.17 1 0.4799 93.7 37.3717

51 40.8 26.02 1 0.4696 91.6 38.193

52 39.97 14.26 1 0.4597 89.7 39.0144

53 38.94 0 1 0.4479 87.4 40.0473 Pure Moment Muo - d = 195mm

RAPT 6.2.2.2 8/14/2014 4:11:48 PM Page 4/8 Licensee: T T Engineering Consultants �License No.: 311462110408UP

Range of Concrete Strength Interaction Diagrams

NEW FUTURA - Circle 150mmReinforcement Bar, 8 T13Reinforcement Ratio - 1.50%Singapore - CP 65Singapore - Singapore MaterialsRotation 0.00 degrees clockwise. - Top Face in Compression

0 0 120 240 300mm

70

140

210

280

0mm

0 5 10 15 20 25 30 35 40 45 50 55 kNm

200

400

600

800

1000

1200

1400

0

kN

1513

16, 1336

19, 1297

55, 455

39

35MPa Minimum Decompression Balanced

RAPT 6.2.2.2 8/14/2014 4:11:49 PM Page 5/8 Licensee: T T Engineering Consultants �License No.: 311462110408UP

Column Interaction Diagram - 35MPaPoint Moment Axial Phi Ratio of

Neutral AxisDepth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

# kNm kN #.# #.# mm #.# A

1 0 1513.1 1 15.3731 3000 1.1667 Pure Axial Nuo - dp = 150mm

2 0 1513.1 1 4.8316 942.9 3.7121

3 0.28 1510.15 1 2.6354 514.3 6.8056

4 4.41 1460.55 1 1.9033 371.4 9.4231

5 15.96 1335.88 1 1.5373 300 11.6667 Decompression

6 18.64 1306.56 1 1.4946 291.7 12

7 21.32 1276.18 1 1.4542 283.8 12.3333

8 23.92 1245.39 1 1.4159 276.3 12.6667

9 26.4 1214.56 1 1.3796 269.2 13

10 28.73 1183.93 1 1.3451 262.5 13.3333

11 30.91 1153.65 1 1.3123 256.1 13.6667

12 32.94 1123.83 1 1.2811 250 14

13 34.83 1094.54 1 1.2513 244.2 14.3333

14 36.6 1065.57 1 1.2229 238.6 14.6667

15 38.24 1037.15 1 1.1957 233.3 15

16 39.76 1009.33 1 1.1697 228.3 15.3333

17 41.16 982.13 1 1.1448 223.4 15.6667

18 42.46 955.55 1 1.121 218.8 16

19 43.67 929.37 1 1.0981 214.3 16.3333

20 44.81 903.48 1 1.0761 210 16.6667

21 45.86 878.15 1 1.055 205.9 17

22 46.85 853.38 1 1.0347 201.9 17.3333

23 47.76 829.15 1 1.0152 198.1 17.6667

24 48.6 805.43 1 0.9964 194.4 18

25 49.39 782.22 1 0.9783 190.9 18.3333

26 50.06 758.57 1 0.9608 187.5 18.6667

27 50.65 734.8 1 0.944 184.2 19

28 51.19 711.48 1 0.9277 181 19.3333

29 51.69 688.6 1 0.912 178 19.6667

30 52.15 666.15 1 0.8968 175 20

31 52.58 644.1 1 0.8821 172.1 20.3333

32 52.98 622.44 1 0.8678 169.4 20.6667

33 53.35 601.16 1 0.8541 166.7 21

34 53.69 580.24 1 0.8407 164.1 21.3333

35 54.01 559.67 1 0.8278 161.5 21.6667

36 54.31 539.44 1 0.8152 159.1 22

37 54.59 519.53 1 0.8031 156.7 22.3333

38 54.68 501.79 1 0.7913 154.4 22.6667

39 54.72 484.7 1 0.7798 152.2 23

40 54.76 454.94 1 0.7603 148.4 23.5889 Balanced Point

41 49.75 222.3 1 0.5983 116.7 29.9795

42 48.82 198.39 1 0.5823 113.6 30.8008

43 47.89 175.23 1 0.5672 110.7 31.6222

44 46.97 152.75 1 0.5528 107.9 32.4435

45 46.05 130.9 1 0.5392 105.2 33.2649

46 45.14 109.65 1 0.5262 102.7 34.0862

47 44.25 88.94 1 0.5138 100.3 34.9076

48 43.37 68.75 1 0.502 98 35.729

49 42.5 50.73 1 0.4907 95.8 36.5503

50 41.64 38.17 1 0.4799 93.7 37.3717

51 40.8 26.02 1 0.4696 91.6 38.193

52 39.97 14.26 1 0.4597 89.7 39.0144

53 38.94 0 1 0.4479 87.4 40.0473 Pure Moment Muo - d = 195mm

RAPT 6.2.2.2 8/14/2014 4:11:50 PM Page 6/8 Licensee: T T Engineering Consultants �License No.: 311462110408UP

Slenderness Interaction Diagram

NEW FUTURA - Circle 150mmReinforcement Bar, 8 T13Reinforcement Ratio - 1.50%Singapore - CP 65Singapore - Singapore MaterialsConcrete Strength - 35MPaRotation 0.00 degrees clockwise. - Top Face in CompressionLength Unsupported = 3500mmEffective Length Factor Braced = 1.00Smaller End Moment = 25kNmLarger End Moment = 35kNmMinimum Moment = 5kNmSlenderness - Column is STOCKY according to Code limits. No moment magnification required.Maximum Moment = 53kNm

0 0 120 240 300mm

70

140

210

280

0mm

0 5 10 15 20 25 30 35 40 45 50 55 kNm

200

400

600

800

1000

1200

1400

0

kN

1513

16, 1336

19, 1297

55, 455

39

35, 350

Minimum Decompression Balanced

RAPT 6.2.2.2 8/14/2014 4:11:52 PM Page 7/8 Licensee: T T Engineering Consultants �License No.: 311462110408UP

Column Interaction DiagramPoint Moment Axial Phi Ratio of

Neutral AxisDepth

NeutralAxis

depth

Curvaturex 10E-6

BucklingLoad

MagnifiedMoment

Remarks

# kNm kN #.# #.# mm #.# kN kNm A

1 0 1513.1 1 15.3731 3000 1.1667 0 151.31 Pure Axial Nuo - dp = 150mm

2 0 1513.1 1 4.8316 942.9 3.7121 0 151.31

3 0.28 1510.15 1 2.6354 514.3 6.8056 0 151.02

4 4.41 1460.55 1 1.9033 371.4 9.4231 0 146.05

5 15.96 1335.88 1 1.5373 300 11.6667 0 133.59 Decompression

6 18.64 1306.56 1 1.4946 291.7 12 0 130.66

7 21.32 1276.18 1 1.4542 283.8 12.3333 0 127.62

8 23.92 1245.39 1 1.4159 276.3 12.6667 0 124.54

9 26.4 1214.56 1 1.3796 269.2 13 0 121.46

10 28.73 1183.93 1 1.3451 262.5 13.3333 0 118.39

11 30.91 1153.65 1 1.3123 256.1 13.6667 0 115.36

12 32.94 1123.83 1 1.2811 250 14 0 112.38

13 34.83 1094.54 1 1.2513 244.2 14.3333 0 109.45

14 36.6 1065.57 1 1.2229 238.6 14.6667 0 106.56

15 38.24 1037.15 1 1.1957 233.3 15 0 103.71

16 39.76 1009.33 1 1.1697 228.3 15.3333 0 100.93

17 41.16 982.13 1 1.1448 223.4 15.6667 0 98.21

18 42.46 955.55 1 1.121 218.8 16 0 95.55

19 43.67 929.37 1 1.0981 214.3 16.3333 0 92.94

20 44.81 903.48 1 1.0761 210 16.6667 0 90.35

21 45.86 878.15 1 1.055 205.9 17 0 87.82

22 46.85 853.38 1 1.0347 201.9 17.3333 0 85.34

23 47.76 829.15 1 1.0152 198.1 17.6667 0 82.91

24 48.6 805.43 1 0.9964 194.4 18 0 80.54

25 49.39 782.22 1 0.9783 190.9 18.3333 0 78.22

26 50.06 758.57 1 0.9608 187.5 18.6667 0 75.86

27 50.65 734.8 1 0.944 184.2 19 0 73.48

28 51.19 711.48 1 0.9277 181 19.3333 0 71.15

29 51.69 688.6 1 0.912 178 19.6667 0 68.86

30 52.15 666.15 1 0.8968 175 20 0 66.61

31 52.58 644.1 1 0.8821 172.1 20.3333 0 64.41

32 52.98 622.44 1 0.8678 169.4 20.6667 0 62.24

33 53.35 601.16 1 0.8541 166.7 21 0 60.12

34 53.69 580.24 1 0.8407 164.1 21.3333 0 58.02

35 54.01 559.67 1 0.8278 161.5 21.6667 0 55.97

36 54.31 539.44 1 0.8152 159.1 22 0 53.94

37 54.59 519.53 1 0.8031 156.7 22.3333 0 51.95

38 54.68 501.79 1 0.7913 154.4 22.6667 0 50.18

39 54.72 484.7 1 0.7798 152.2 23 0 48.47

40 54.76 454.94 1 0.7603 148.4 23.5889 0 45.49 Balanced Point

41 49.75 222.3 1 0.5983 116.7 29.9795 0 22.23

42 48.82 198.39 1 0.5823 113.6 30.8008 0 19.84

43 47.89 175.23 1 0.5672 110.7 31.6222 0 17.52

44 46.97 152.75 1 0.5528 107.9 32.4435 0 15.27

45 46.05 130.9 1 0.5392 105.2 33.2649 0 13.09

46 45.14 109.65 1 0.5262 102.7 34.0862 0 10.96

47 44.25 88.94 1 0.5138 100.3 34.9076 0 8.89

48 43.37 68.75 1 0.502 98 35.729 0 6.87

49 42.5 50.73 1 0.4907 95.8 36.5503 0 5.07

50 41.64 38.17 1 0.4799 93.7 37.3717 0 3.82

51 40.8 26.02 1 0.4696 91.6 38.193 0 2.6

52 39.97 14.26 1 0.4597 89.7 39.0144 0 1.43

53 38.94 0 1 0.4479 87.4 40.0473 0 0 Pure Moment Muo - d = 195mm

Errors and Warnings

Input

No errors or warnings were found.

Output

No errors or warnings were found.

RAPT 6.2.2.2 8/14/2014 4:11:53 PM Page 8/8 Licensee: T T Engineering Consultants �License No.: 311462110408UP