tc1

Project Name: HYATTDescription: TC1Designer: TT

RAPT - Version: 6.3.12.0Reinforced And Post-Tensioned Concrete Analysis & Design Package

Copyright(C) 1988 - 2013 PCDC Pty. Ltd. All Rights Reserved

LicenseeEEC WSP Co Ltd

27th Fl, Fortune Town Office Building1 Ratchadaphisek Road

Dindaeng District, Bangkok 10400105500631100213WPN1

0 0 500mm

600

1200

1800

2400

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

TT

HYATT

TC1

USA - ACI-318

Thailand - Thailand Materials

32MPa

0

N

Rectangle

#Solid/Void X Y Width Depth

List mm mm mm mm

1 Solid 0 0 500 2500

Reinforcement Bar

#

Reinforcement Bar Type Reinforcement BarSize

Number ofbundled

bars

X Y Distance TendonForce

List List List mm mm mm kN

1

2

3

4

5

SD40, Deformed, 390MPa 28, 28mm, 620mm2 1 44 44 10000 0

250 44 10000 0

250 2456 10000 0

456 2456 10000 0

44 194.8 10000 0

#

Reinforcement Bar Type Reinforcement BarSize

Number ofbundled

bars

X Y Distance TendonForce

List List List mm mm mm kN

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

44 345.5 10000 0

44 496.3 10000 0

44 647 10000 0

44 797.8 10000 0

44 948.5 10000 0

44 1099.3 10000 0

44 1250 10000 0

44 1400.8 10000 0

44 1551.5 10000 0

44 1702.3 10000 0

44 1853 10000 0

44 2003.8 10000 0

44 2154.5 10000 0

44 2305.3 10000 0

44 2456 10000 0

456 44 10000 0

456 194.8 10000 0

456 345.5 10000 0

456 496.3 10000 0

456 647 10000 0

456 797.8 10000 0

456 948.5 10000 0

456 1099.3 10000 0

456 1250 10000 0

456 1400.8 10000 0

456 1551.5 10000 0

456 1702.3 10000 0

456 1853 10000 0

456 2003.8 10000 0

456 2154.5 10000 0

456 2305.3 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

Time of Loading in Days #.#

Concrete Strength at Time of Loading MPa

Design Period in Years #.#

Relative Humidity %

Average Temperature C.

Long Term Calculation Basis List

Concrete Strength Gain Rate List

0.9

0.65

0.75

1

1

1

0.423

N

28

32

30

50

20

Code Default

N

Design Points

-1

Moment AxialForce

Description

kNm kN A

0 2250 18500

SlendernessLength Unsupported mm

Column Framing List

Effective Length Factor Braced #.#

Smaller End Moment M1s kNm

Larger End Moment M2s kNm

Applied Axial Load kN

3100

Braced

1

2250

2255

18500

RAPT 6.3.12.0 10/04/2014 1:58:51 PM /13 Licensee: EEC WSP Co Ltd License No.: 105500631100213WPN1

General Interaction Diagram

HYATT - TC1Rectangle 2500mm Deep x 500mmReinforcement Bar, 36 SD4028Reinforcement Ratio - 1.79%USA - ACI-318Thailand - Thailand MaterialsConcrete Strength - 32MPaRotation 0.00 degrees clockwise. - Top Face in Compression

0 0 500mm

600

1200

1800

2400

0mm

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000kNm

2000

4000

6000

8000

10000

12000

14000

16000

18000

20000

22000

0

kN 21912

5329, 20814

9533, 11279

8160

Decompression Balanced


Column Interaction DiagramPoint Moment Axial Phi Ratio of

Neutral AxisDepth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

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

1 0 21912.4 0.65 15.5248 25000 0.12 Pure Axial Nuo - dp = 1250mm

2 35.6 21912.4 0.65 5.4337 8750 0.3429

3 828.3 21912.4 0.65 2.8462 4583.3 0.6545

4 2630.3 21912.4 0.65 1.9837 3194.4 0.9391

5 5329.09 20814 0.65 1.5525 2500 1.2 Decompression

6 5828.52 20133.1 0.65 1.5024 2419.4 1.24

7 6269.85 19485.9 0.65 1.4555 2343.8 1.28

8 6660.27 18869.9 0.65 1.4113 2272.7 1.32

9 7007.15 18282.2 0.65 1.3698 2205.9 1.36

10 7314.12 17718 0.65 1.3307 2142.9 1.4

11 7588.06 17174.6 0.65 1.2937 2083.3 1.44

12 7832.7 16653.9 0.65 1.2588 2027 1.48

13 8052.64 16153.1 0.65 1.2256 1973.7 1.52

14 8250.91 15670.7 0.65 1.1942 1923.1 1.56

15 8429.64 15206.2 0.65 1.1644 1875 1.6

16 8591.8 14757.3 0.65 1.136 1829.3 1.64

17 8739.43 14322.9 0.65 1.1089 1785.7 1.68

18 8872.3 13900.3 0.65 1.0831 1744.2 1.72

19 8992.43 13489.3 0.65 1.0585 1704.5 1.76

20 9102.98 13089.1 0.65 1.035 1666.7 1.8

21 9204.5 12700.5 0.65 1.0125 1630.4 1.84

22 9298 12322.7 0.65 0.9909 1595.7 1.88

23 9384.41 11955.2 0.65 0.9703 1562.5 1.92

24 9532.83 11279.5 0.65 0.9333 1502.9 1.9961 Balanced Point

25 9748.04 10768.5 0.659 0.8957 1442.3 2.08

26 10040.7 10428.1 0.6754 0.8625 1388.9 2.16

27 10301.6 10101 0.6918 0.8317 1339.3 2.24

28 10534.2 9785.49 0.7082 0.803 1293.1 2.32

29 10745.6 9482.66 0.7245 0.7762 1250 2.4

30 10940 9188.08 0.7409 0.7512 1209.7 2.48

31 11113.9 8909.68 0.7573 0.7277 1171.9 2.56

32 11281.5 8629.72 0.7737 0.7057 1136.4 2.64

33 11427 8375.4 0.79 0.6849 1102.9 2.72

34 11565.3 8119.49 0.8064 0.6654 1071.4 2.8

35 11698.7 7861.42 0.8228 0.6469 1041.7 2.88

36 11814.6 7630.2 0.8391 0.6294 1013.5 2.96

37 11926.1 7397.65 0.8555 0.6128 986.8 3.04

38 12033.8 7163.49 0.8719 0.5971 961.5 3.12

39 12131.6 6938.55 0.8883 0.5822 937.5 3.2

40 12154.5 6685.67 0.9 0.568 914.6 3.28

41 12018.5 6351.75 0.9 0.5545 892.9 3.36

42 11884.2 6027.71 0.9 0.5416 872.1 3.44

43 11750.6 5719.36 0.9 0.5293 852.3 3.52

44 11615.9 5438.82 0.9 0.5175 833.3 3.6

45 11483.1 5166.37 0.9 0.5062 815.2 3.68

46 11352.3 4901.5 0.9 0.4955 797.9 3.76

47 11222.5 4641.53 0.9 0.4852 781.3 3.84

48 11094.6 4388.13 0.9 0.4753 765.3 3.92

49 10968.7 4163.27 0.9 0.4657 750 4

50 10844.7 3944.81 0.9 0.4566 735.3 4.08

51 10722.7 3731.88 0.9 0.4478 721.2 4.16

52 10602.6 3524.17 0.9 0.4394 707.5 4.24

53 10484.5 3321.39 0.9 0.4312 694.4 4.32

54 10368.2 3123.28 0.9 0.4234 681.8 4.4

55 10254.6 2934.69 0.9 0.4158 669.6 4.48

56 10145.1 2765.34 0.9 0.4085 657.9 4.56

57 10037.3 2599.92 0.9 0.4015 646.6 4.64

58 9930.19 2436.55 0.9 0.3947 635.6 4.72

59 9824.79 2276.72 0.9 0.3881 625 4.8

60 9721.04 2120.27 0.9 0.3818 614.8 4.88

61 9618.89 1967.04 0.9 0.3756 604.8 4.96

62 9518.32 1816.86 0.9 0.3696 595.2 5.04

63 9419.27 1669.61 0.9 0.3639 585.9 5.12

64 9323.78 1531.97 0.9 0.3583 576.9 5.2

65 9232.92 1407.54 0.9 0.3528 568.2 5.28

66 9143.48 1285.66 0.9 0.3476 559.7 5.36

67 9055.44 1166.22 0.9 0.3425 551.5 5.44

68 8968.74 1049.13 0.9 0.3375 543.5 5.52

69 8883.37 934.27 0.9 0.3327 535.7 5.6


Point Moment Axial Phi Ratio ofNeutral Axis

Depth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

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

70 8797.19 819.59 0.9 0.328 528.2 5.68

71 8710.6 705.39 0.9 0.3234 520.8 5.76

72 8625.22 593.16 0.9 0.319 513.7 5.84

73 8541.04 482.84 0.9 0.3147 506.8 5.92

74 8458.01 374.36 0.9 0.3105 500 6

75 8375.67 267.04 0.9 0.3064 493.4 6.08

76 8295.03 163.28 0.9 0.3024 487 6.16

77 8159.83 0 0.9 0.2955 475.9 6.3041 Pure Moment Muo - d = 1610mm


Range of Bar Sizes Interaction Diagrams

HYATT - TC1Rectangle 2500mm Deep x 500mmReinforcement Ratio - 0.89% - 1.41% - 1.79%USA - ACI-318Thailand - Thailand MaterialsConcrete Strength - 32MPaRotation 0.00 degrees clockwise. - Top Face in Compression36 reinforcing bars of type and sizes shown on graphic.

0 0 500mm

600

1200

1800

2400

0mm

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000kNm

2000

4000

6000

8000

10000

12000

14000

16000

18000

20000

22000

0

kN 21912

5329, 20814

9533, 11279

8160

SD4020 SD4025 SD4028 Decompression Balanced


Column Interaction Diagram - SD4020Point Moment Axial Phi Ratio of

Neutral AxisDepth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

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


2 33.57 19796.2 0.65 5.4337 8750 0.3429

3 677.05 19796.2 0.65 2.8462 4583.3 0.6545

4 2195.34 19796.2 0.65 1.9837 3194.4 0.9391

5 4645.34 19066.9 0.65 1.5525 2500 1.2 Decompression

6 5511.16 17861.3 0.65 1.4555 2343.8 1.28

7 6171.33 16781.7 0.65 1.3698 2205.9 1.36

8 6675.84 15803.3 0.65 1.2937 2083.3 1.44

9 7063.57 14912.5 0.65 1.2256 1973.7 1.52

10 7362.87 14097.1 0.65 1.1644 1875 1.6

11 7594.31 13345.9 0.65 1.1089 1785.7 1.68

12 7770.98 12648.1 0.65 1.0585 1704.5 1.76

13 7906.43 11996.8 0.65 1.0125 1630.4 1.84

14 8082.06 10866.9 0.65 0.9348 1505.4 1.9929 Balanced Point

15 8448.14 10224 0.6761 0.8625 1388.9 2.16

16 8805.77 9784.34 0.7089 0.803 1293.1 2.32

17 9097.33 9382.23 0.7417 0.7512 1209.7 2.48

18 9340.58 9011.69 0.7745 0.7057 1136.4 2.64

19 9541.73 8676.25 0.8073 0.6654 1071.4 2.8

20 9715.72 8359.94 0.8401 0.6294 1013.5 2.96

21 9866.9 8061.88 0.8729 0.5971 961.5 3.12

22 9931.4 7734.11 0.9 0.568 914.6 3.28

23 9690.18 7201.21 0.9 0.5416 872.1 3.44

24 9453.2 6721.19 0.9 0.5175 833.3 3.6

25 9222.18 6282.58 0.9 0.4955 797.9 3.76

26 8997.88 5869.93 0.9 0.4753 765.3 3.92

27 8781.27 5504.47 0.9 0.4566 735.3 4.08

28 8572.34 5161.2 0.9 0.4394 707.5 4.24

29 8370.93 4837.5 0.9 0.4234 681.8 4.4

30 8178.68 4543.66 0.9 0.4085 657.9 4.56

31 7994.17 4272.59 0.9 0.3947 635.6 4.72

32 7815.72 4014.65 0.9 0.3818 614.8 4.88

33 7643.64 3769.48 0.9 0.3696 595.2 5.04

34 7478.46 3538.74 0.9 0.3583 576.9 5.2

35 7323.43 3333.11 0.9 0.3476 559.7 5.36

36 7173.88 3137.15 0.9 0.3375 543.5 5.52

37 7029.52 2950.06 0.9 0.328 528.2 5.68

38 6887.75 2768.91 0.9 0.319 513.7 5.84

39 6749.29 2593.99 0.9 0.3105 500 6

40 6614.84 2425.56 0.9 0.3024 487 6.16

41 6490.54 2277.12 0.9 0.2948 474.7 6.32

42 6370.16 2134.56 0.9 0.2875 463 6.48

43 6253.52 1997.44 0.9 0.2806 451.8 6.64

44 6140.4 1865.4 0.9 0.274 441.2 6.8

45 6030.65 1738.08 0.9 0.2677 431 6.96

46 5924.07 1615.16 0.9 0.2617 421.3 7.12

47 5820.53 1496.37 0.9 0.2559 412.1 7.28

48 5719.86 1381.43 0.9 0.2504 403.2 7.44

49 5621.93 1270.11 0.9 0.2451 394.7 7.6

50 5533.73 1173.95 0.9 0.2401 386.6 7.76

51 5448.03 1081.02 0.9 0.2352 378.8 7.92

52 5364.7 991.11 0.9 0.2306 371.3 8.08

53 5283.64 904.03 0.9 0.2261 364.1 8.24

54 5204.73 819.63 0.9 0.2218 357.1 8.4

55 5127.88 737.76 0.9 0.2176 350.5 8.56

56 5053 658.29 0.9 0.2136 344 8.72

57 4979.34 580.36 0.9 0.2098 337.8 8.88

58 4907.25 504.31 0.9 0.2061 331.9 9.04

59 4836.84 430.27 0.9 0.2025 326.1 9.2

60 4768.05 358.12 0.9 0.199 320.5 9.36

61 4700.8 287.78 0.9 0.1957 315.1 9.52

62 4635.04 219.16 0.9 0.1925 309.9 9.68

63 4570.7 152.17 0.9 0.1893 304.9 9.84

64 4510.75 90.74 0.9 0.1863 300 10




Neutral AxisDepth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

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


2 34.75 21031.8 0.65 5.4337 8750 0.3429

3 765.61 21031.8 0.65 2.8462 4583.3 0.6545

4 2449.78 21031.8 0.65 1.9837 3194.4 0.9391

5 5045.24 20086.7 0.65 1.5525 2500 1.2 Decompression

6 5749.11 19116.1 0.65 1.4786 2381 1.26

7 6329.43 18219.3 0.65 1.4113 2272.7 1.32

8 6810.52 17386.5 0.65 1.35 2173.9 1.38

9 7209.38 16603.6 0.65 1.2937 2083.3 1.44

10 7542.82 15871.1 0.65 1.242 2000 1.5

11 7824.19 15181.5 0.65 1.1942 1923.1 1.56

12 8061.57 14531.9 0.65 1.15 1851.9 1.62

13 8264.05 13916 0.65 1.1089 1785.7 1.68

14 8434.56 13328.6 0.65 1.0707 1724.1 1.74

15 8580.03 12767.3 0.65 1.035 1666.7 1.8

16 8705.37 12231.3 0.65 1.0016 1612.9 1.86

17 8813.72 11719 0.65 0.9703 1562.5 1.92

18 8929.99 11107.6 0.65 0.9339 1503.8 1.9949 Balanced Point

19 9379.24 10342.6 0.6757 0.8625 1388.9 2.16

20 9719.38 9916 0.7003 0.8171 1315.8 2.28

21 10003.3 9522.37 0.7248 0.7762 1250 2.4

22 10252.3 9148.42 0.7494 0.7393 1190.5 2.52

23 10475.3 8788.26 0.774 0.7057 1136.4 2.64

24 10664.7 8460.51 0.7986 0.675 1087 2.76

25 10841.1 8131.29 0.8231 0.6469 1041.7 2.88

26 10991.9 7834.66 0.8477 0.621 1000 3

27 11133.7 7537.05 0.8723 0.5971 961.5 3.12

28 11257.2 7255.05 0.8969 0.575 925.9 3.24

29 11101.2 6814.74 0.9 0.5545 892.9 3.36

30 10909.4 6371.19 0.9 0.5353 862.1 3.48

31 10717.7 5973.19 0.9 0.5175 833.3 3.6

32 10529.4 5598.23 0.9 0.5008 806.5 3.72

33 10344.8 5238.02 0.9 0.4852 781.3 3.84

34 10164.1 4900.31 0.9 0.4704 757.6 3.96

35 9987.79 4594.68 0.9 0.4566 735.3 4.08

36 9815.86 4301.43 0.9 0.4436 714.3 4.2

37 9648.23 4019.56 0.9 0.4312 694.4 4.32

38 9484.82 3748.17 0.9 0.4196 675.7 4.44

39 9328.52 3506.23 0.9 0.4085 657.9 4.56

40 9176.43 3276.67 0.9 0.3981 641 4.68

41 9027.29 3053.85 0.9 0.3881 625 4.8

42 8881.84 2838.6 0.9 0.3787 609.8 4.92

43 8739.95 2630.4 0.9 0.3696 595.2 5.04

44 8601.49 2428.75 0.9 0.361 581.4 5.16

45 8472 2252.01 0.9 0.3528 568.2 5.28

46 8346.25 2082.82 0.9 0.345 555.6 5.4

47 8223.56 1918.98 0.9 0.3375 543.5 5.52

48 8103.82 1760.16 0.9 0.3303 531.9 5.64

49 7983.73 1603.04 0.9 0.3234 520.8 5.76

50 7865.11 1449.17 0.9 0.3168 510.2 5.88

51 7749.12 1299.47 0.9 0.3105 500 6

52 7635 1152.85 0.9 0.3044 490.2 6.12

53 7528.58 1022.16 0.9 0.2986 480.8 6.24

54 7426.38 899.2 0.9 0.2929 471.7 6.36

55 7326.37 779.48 0.9 0.2875 463 6.48

56 7228.47 662.85 0.9 0.2823 454.5 6.6

57 7132.59 549.12 0.9 0.2772 446.4 6.72

58 7038.66 438.16 0.9 0.2724 438.6 6.84

59 6946.6 329.83 0.9 0.2677 431 6.96

60 6856.35 223.98 0.9 0.2631 423.7 7.08

61 6767.83 120.5 0.9 0.2587 416.7 7.2

62 6661.75 0 0.9 0.254 409 7.3349 Pure Moment Muo - d = 1610mm



Neutral AxisDepth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

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


2 35.6 21912.4 0.65 5.4337 8750 0.3429

3 828.3 21912.4 0.65 2.8462 4583.3 0.6545

4 2630.3 21912.4 0.65 1.9837 3194.4 0.9391

5 5329.09 20814 0.65 1.5525 2500 1.2 Decompression

6 5828.52 20133.1 0.65 1.5024 2419.4 1.24

7 6269.85 19485.9 0.65 1.4555 2343.8 1.28

8 6660.27 18869.9 0.65 1.4113 2272.7 1.32

9 7007.15 18282.2 0.65 1.3698 2205.9 1.36

10 7314.12 17718 0.65 1.3307 2142.9 1.4

11 7588.06 17174.6 0.65 1.2937 2083.3 1.44

12 7832.7 16653.9 0.65 1.2588 2027 1.48

13 8052.64 16153.1 0.65 1.2256 1973.7 1.52

14 8250.91 15670.7 0.65 1.1942 1923.1 1.56

15 8429.64 15206.2 0.65 1.1644 1875 1.6

16 8591.8 14757.3 0.65 1.136 1829.3 1.64

17 8739.43 14322.9 0.65 1.1089 1785.7 1.68

18 8872.3 13900.3 0.65 1.0831 1744.2 1.72

19 8992.43 13489.3 0.65 1.0585 1704.5 1.76

20 9102.98 13089.1 0.65 1.035 1666.7 1.8

21 9204.5 12700.5 0.65 1.0125 1630.4 1.84

22 9298 12322.7 0.65 0.9909 1595.7 1.88

23 9384.41 11955.2 0.65 0.9703 1562.5 1.92

24 9532.83 11279.5 0.65 0.9333 1502.9 1.9961 Balanced Point

25 9748.04 10768.5 0.659 0.8957 1442.3 2.08

26 10040.7 10428.1 0.6754 0.8625 1388.9 2.16

27 10301.6 10101 0.6918 0.8317 1339.3 2.24

28 10534.2 9785.49 0.7082 0.803 1293.1 2.32

29 10745.6 9482.66 0.7245 0.7762 1250 2.4

30 10940 9188.08 0.7409 0.7512 1209.7 2.48

31 11113.9 8909.68 0.7573 0.7277 1171.9 2.56

32 11281.5 8629.72 0.7737 0.7057 1136.4 2.64

33 11427 8375.4 0.79 0.6849 1102.9 2.72

34 11565.3 8119.49 0.8064 0.6654 1071.4 2.8

35 11698.7 7861.42 0.8228 0.6469 1041.7 2.88

36 11814.6 7630.2 0.8391 0.6294 1013.5 2.96

37 11926.1 7397.65 0.8555 0.6128 986.8 3.04

38 12033.8 7163.49 0.8719 0.5971 961.5 3.12

39 12131.6 6938.55 0.8883 0.5822 937.5 3.2

40 12154.5 6685.67 0.9 0.568 914.6 3.28

41 12018.5 6351.75 0.9 0.5545 892.9 3.36

42 11884.2 6027.71 0.9 0.5416 872.1 3.44

43 11750.6 5719.36 0.9 0.5293 852.3 3.52

44 11615.9 5438.82 0.9 0.5175 833.3 3.6

45 11483.1 5166.37 0.9 0.5062 815.2 3.68

46 11352.3 4901.5 0.9 0.4955 797.9 3.76

47 11222.5 4641.53 0.9 0.4852 781.3 3.84

48 11094.6 4388.13 0.9 0.4753 765.3 3.92

49 10968.7 4163.27 0.9 0.4657 750 4

50 10844.7 3944.81 0.9 0.4566 735.3 4.08

51 10722.7 3731.88 0.9 0.4478 721.2 4.16

52 10602.6 3524.17 0.9 0.4394 707.5 4.24

53 10484.5 3321.39 0.9 0.4312 694.4 4.32

54 10368.2 3123.28 0.9 0.4234 681.8 4.4

55 10254.6 2934.69 0.9 0.4158 669.6 4.48

56 10145.1 2765.34 0.9 0.4085 657.9 4.56

57 10037.3 2599.92 0.9 0.4015 646.6 4.64

58 9930.19 2436.55 0.9 0.3947 635.6 4.72

59 9824.79 2276.72 0.9 0.3881 625 4.8

60 9721.04 2120.27 0.9 0.3818 614.8 4.88

61 9618.89 1967.04 0.9 0.3756 604.8 4.96

62 9518.32 1816.86 0.9 0.3696 595.2 5.04

63 9419.27 1669.61 0.9 0.3639 585.9 5.12

64 9323.78 1531.97 0.9 0.3583 576.9 5.2

65 9232.92 1407.54 0.9 0.3528 568.2 5.28

66 9143.48 1285.66 0.9 0.3476 559.7 5.36

67 9055.44 1166.22 0.9 0.3425 551.5 5.44

68 8968.74 1049.13 0.9 0.3375 543.5 5.52

69 8883.37 934.27 0.9 0.3327 535.7 5.6



Depth

NeutralAxis

depth

Curvaturex 10E-6

Remarks

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

70 8797.19 819.59 0.9 0.328 528.2 5.68

71 8710.6 705.39 0.9 0.3234 520.8 5.76

72 8625.22 593.16 0.9 0.319 513.7 5.84

73 8541.04 482.84 0.9 0.3147 506.8 5.92

74 8458.01 374.36 0.9 0.3105 500 6

75 8375.67 267.04 0.9 0.3064 493.4 6.08

76 8295.03 163.28 0.9 0.3024 487 6.16



Slenderness Interaction Diagram

HYATT - TC1Rectangle 2500mm Deep x 500mmReinforcement Bar, 36 SD4028Reinforcement Ratio - 1.79%USA - ACI-318Thailand - Thailand MaterialsConcrete Strength - 32MPaRotation 0.00 degrees clockwise. - Top Face in CompressionLength Unsupported = 3100mmEffective Length Factor Braced = 1.00Smaller End Moment = 2250kNmLarger End Moment = 2255kNmMinimum Moment = 1669kNmSlenderness - Column is STOCKY according to Code limits. No moment magnification required.Maximum Moment = 6879kNm

0 0 500mm

600

1200

1800

2400

0mm

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000kNm

2000

4000

6000

8000

10000

12000

14000

16000

18000

20000

22000

0

kN 21912

5329, 20814

9533, 11279

8160

2255, 18500

Decompression Balanced


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 21912.4 0.65 15.5248 25000 0.12 0 2670.94 Pure Axial Nuo - dp = 1250mm

2 35.6 21912.4 0.65 5.4337 8750 0.3429 0 2670.94

3 828.3 21912.4 0.65 2.8462 4583.3 0.6545 0 2670.94

4 2630.3 21912.4 0.65 1.9837 3194.4 0.9391 0 2670.94

5 5329.09 20814 0.65 1.5525 2500 1.2 0 2537.06 Decompression

6 5828.52 20133.1 0.65 1.5024 2419.4 1.24 0 2454.06

7 6269.85 19485.9 0.65 1.4555 2343.8 1.28 0 2375.17

8 6660.27 18869.9 0.65 1.4113 2272.7 1.32 0 2300.09

9 7007.15 18282.2 0.65 1.3698 2205.9 1.36 0 2228.46

10 7314.12 17718 0.65 1.3307 2142.9 1.4 0 2159.68

11 7588.06 17174.6 0.65 1.2937 2083.3 1.44 0 2093.44

12 7832.7 16653.9 0.65 1.2588 2027 1.48 0 2029.98

13 8052.64 16153.1 0.65 1.2256 1973.7 1.52 0 1968.93

14 8250.91 15670.7 0.65 1.1942 1923.1 1.56 0 1910.13

15 8429.64 15206.2 0.65 1.1644 1875 1.6 0 1853.51

16 8591.8 14757.3 0.65 1.136 1829.3 1.64 0 1798.8

17 8739.43 14322.9 0.65 1.1089 1785.7 1.68 0 1745.85

18 8872.3 13900.3 0.65 1.0831 1744.2 1.72 0 1694.33

19 8992.43 13489.3 0.65 1.0585 1704.5 1.76 0 1644.23

20 9102.98 13089.1 0.65 1.035 1666.7 1.8 0 1595.46

21 9204.5 12700.5 0.65 1.0125 1630.4 1.84 0 1548.08

22 9298 12322.7 0.65 0.9909 1595.7 1.88 0 1502.04

23 9384.41 11955.2 0.65 0.9703 1562.5 1.92 0 1457.24

24 9532.83 11279.5 0.65 0.9333 1502.9 1.9961 0 1374.87 Balanced Point

25 9748.04 10768.5 0.659 0.8957 1442.3 2.08 0 1312.59

26 10040.7 10428.1 0.6754 0.8625 1388.9 2.16 0 1271.1

27 10301.6 10101 0.6918 0.8317 1339.3 2.24 0 1231.23

28 10534.2 9785.49 0.7082 0.803 1293.1 2.32 0 1192.77

29 10745.6 9482.66 0.7245 0.7762 1250 2.4 0 1155.86

30 10940 9188.08 0.7409 0.7512 1209.7 2.48 0 1119.95

31 11113.9 8909.68 0.7573 0.7277 1171.9 2.56 0 1086.02

32 11281.5 8629.72 0.7737 0.7057 1136.4 2.64 0 1051.89

33 11427 8375.4 0.79 0.6849 1102.9 2.72 0 1020.89

34 11565.3 8119.49 0.8064 0.6654 1071.4 2.8 0 989.7

35 11698.7 7861.42 0.8228 0.6469 1041.7 2.88 0 958.24

36 11814.6 7630.2 0.8391 0.6294 1013.5 2.96 0 930.06

37 11926.1 7397.65 0.8555 0.6128 986.8 3.04 0 901.71

38 12033.8 7163.49 0.8719 0.5971 961.5 3.12 0 873.17

39 12131.6 6938.55 0.8883 0.5822 937.5 3.2 0 845.75

40 12154.5 6685.67 0.9 0.568 914.6 3.28 0 814.93

41 12018.5 6351.75 0.9 0.5545 892.9 3.36 0 774.23

42 11884.2 6027.71 0.9 0.5416 872.1 3.44 0 734.73

43 11750.6 5719.36 0.9 0.5293 852.3 3.52 0 697.14

44 11615.9 5438.82 0.9 0.5175 833.3 3.6 0 662.95

45 11483.1 5166.37 0.9 0.5062 815.2 3.68 0 629.74

46 11352.3 4901.5 0.9 0.4955 797.9 3.76 0 597.45

47 11222.5 4641.53 0.9 0.4852 781.3 3.84 0 565.76

48 11094.6 4388.13 0.9 0.4753 765.3 3.92 0 534.88

49 10968.7 4163.27 0.9 0.4657 750 4 0 507.47

50 10844.7 3944.81 0.9 0.4566 735.3 4.08 0 480.84

51 10722.7 3731.88 0.9 0.4478 721.2 4.16 0 454.89

52 10602.6 3524.17 0.9 0.4394 707.5 4.24 0 429.57

53 10484.5 3321.39 0.9 0.4312 694.4 4.32 0 404.85

54 10368.2 3123.28 0.9 0.4234 681.8 4.4 0 380.7

55 10254.6 2934.69 0.9 0.4158 669.6 4.48 0 357.71

56 10145.1 2765.34 0.9 0.4085 657.9 4.56 0 337.07

57 10037.3 2599.92 0.9 0.4015 646.6 4.64 0 316.91

58 9930.19 2436.55 0.9 0.3947 635.6 4.72 0 297

59 9824.79 2276.72 0.9 0.3881 625 4.8 0 277.51

60 9721.04 2120.27 0.9 0.3818 614.8 4.88 0 258.44

61 9618.89 1967.04 0.9 0.3756 604.8 4.96 0 239.77

62 9518.32 1816.86 0.9 0.3696 595.2 5.04 0 221.46

63 9419.27 1669.61 0.9 0.3639 585.9 5.12 0 203.51

64 9323.78 1531.97 0.9 0.3583 576.9 5.2 0 186.73

65 9232.92 1407.54 0.9 0.3528 568.2 5.28 0 171.57

66 9143.48 1285.66 0.9 0.3476 559.7 5.36 0 156.71

67 9055.44 1166.22 0.9 0.3425 551.5 5.44 0 142.15

68 8968.74 1049.13 0.9 0.3375 543.5 5.52 0 127.88

69 8883.37 934.27 0.9 0.3327 535.7 5.6 0 113.88



Depth

NeutralAxis

depth

Curvaturex 10E-6

BucklingLoad

MagnifiedMoment

Remarks

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

70 8797.19 819.59 0.9 0.328 528.2 5.68 0 99.9

71 8710.6 705.39 0.9 0.3234 520.8 5.76 0 85.98

72 8625.22 593.16 0.9 0.319 513.7 5.84 0 72.3

73 8541.04 482.84 0.9 0.3147 506.8 5.92 0 58.85

74 8458.01 374.36 0.9 0.3105 500 6 0 45.63

75 8375.67 267.04 0.9 0.3064 493.4 6.08 0 32.55

76 8295.03 163.28 0.9 0.3024 487 6.16 0 19.9

77 8159.83 0 0.9 0.2955 475.9 6.3041 0 0 Pure Moment Muo - d = 1610mm

Errors and Warnings

Input

No errors or warnings were found.

Output

No errors or warnings were found.


tc1

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