Member1RCcolumnDesignReportPage1of13

REFERENCES CALCULATIONS RESULTS

Code:ACI318-14

MEMBER#1(SECTIONPOSITION192.0INCHES)COLUMNDESIGNREPORT

Projectdetails

ProjectName:ProjectID:Company:Designer:Client:ProjectNotes:ProjectUnits:Imperial

Generalmemberdesigninformation

Dimentions:

HeightWidthMemberlength=

Materialproperties:ConcretestrengthSteelstrengthoflongitudinalrebarSteelstrengthofshearrebarPermissiblecrackwidth

LoadCombinations

UltimateLimitState:LC1:1.4DL(N=175.00Kip,Mz=-14.00Kip-ft,My=0.00Kip-ft)LC2:1.2DL+1.6LL(N=250.00Kip,Mz=-60.00Kip-ft,My=0.00Kip-ft)LC3:0.9DL+1.6WL(N=112.50Kip,Mz=-9.00Kip-ft,My=0.00Kip-ft)LC4:1.2DL+1.0LL+1.6WL(N=212.50Kip,Mz=-42.00Kip-ft,My=0.00Kip-ft)LC5:0.9DL+1.0EL(N=112.50Kip,Mz=-9.00Kip-ft,My=0.00Kip-ft)LC6:1.2DL+1.0LL+1.0EL(N=212.50Kip,Mz=-42.00Kip-ft,My=0.00Kip-ft)LC7:1.2DL+1.6LL+0.5SL(N=250.00Kip,Mz=-60.00Kip-ft,My=0.00Kip-ft)LC8:1.2DL+1.0LL+1.6SL(N=212.50Kip,Mz=-42.00Kip-ft,My=0.00Kip-ft)LC9:1.2DL+1.6SL+0.8WL(N=150.00Kip,Mz=-12.00Kip-ft,My=0.00Kip-ft)LC10:1.2DL+1.0LL+0.5SL+1.6WL(N=212.50Kip,Mz=-42.00Kip-ft,My=0.00Kip-ft)LC11:1.2DL+1.0LL+0.2SL+1.0EL(N=212.50Kip,Mz=-42.00Kip-ft,My=0.00Kip-ft)

ServiceabiityLimitState:LC1:1.0DL(N=125.00Kip,Mz=-10.00Kip-ft,My=0.00Kip-ft)LC2:1.0DL+1.0LL(N=187.50Kip,Mz=-40.00Kip-ft,My=0.00Kip-ft)

DL-DeadLoadLL-LiveLoadWL-WindLoadLrL-RoofLiveLoadRL-RainLoadSL-SnowLoadEL-EarthquakeLoad

Strengthstatusofcolumnsectionbasedonallloadcombinations

Member1RCcolumnDesignReportPage2of13

LC# Description P(Kip) Mz(Kip-ft) My(Kip-ft) Ratio Status

1 1.4DL 175.00 -14.00 0.00 0.562 OK

2 1.2DL+1.6LL 250.00 -60.00 0.00 1.770 NG

3 0.9DL+1.6WL 112.50 -9.00 0.00 0.327 OK

4 1.2DL+1.0LL+1.6WL 212.50 -42.00 0.00 1.066 NG

5 0.9DL+1.0EL 112.50 -9.00 0.00 0.327 OK

6 1.2DL+1.0LL+1.0EL 212.50 -42.00 0.00 1.066 NG

7 1.2DL+1.6LL+0.5SL 250.00 -60.00 0.00 1.770 NG

8 1.2DL+1.0LL+1.6SL 212.50 -42.00 0.00 1.066 NG

9 1.2DL+1.6SL+0.8WL 150.00 -12.00 0.00 0.436 OK

10 1.2DL+1.0LL+0.5SL+1.6WL 212.50 -42.00 0.00 1.066 NG

11 1.2DL+1.0LL+0.2SL+1.0EL 212.50 -42.00 0.00 1.066 NG

Thebelowdetailedreportisbasedontheworstloadcombination:1.2DL+1.6LL

DetailingofMembers

DETAILINGRULESFORCOLUMN(LONGITUDINALREINFORCEMENT)

Sectioninputdata:SectionconcreteareaLongitudinalrebararea

Checkthesteelratioforthelongitudinalsteel:

STATUSNG!

Slendernessofcolumnbracedagainstsidesway

Sectioninputdata:EffectiveLengthfactor =0.90EffectiveLengthfactor =0.75UnsupportedlengthofthecolumnSectionaxialDeadLoadSectionaxialLiveLoadSectionaxialloadbasedoncurrentloadcombinationSectionmomentaboutmajoraxisbasedoncurrentloadcombinationSectionmomentaboutminoraxisbasedoncurrentloadcombinationTopcolumnsectionmomentaboutmajoraxisTopcolumnsectionmomentaboutminoraxisBottomcolumnsectionmomentaboutmajoraxisBottomcolumnsectionmomentaboutminoraxis

Second-ordermomentaboutmajoraxisZ

1.Checkifthecolumnislong

EndmomentEndmomentRadiusofgyration

Member1RCcolumnDesignReportPage3of13

Second-ordermomentaboutminoraxisY

1.Checkifthecolumnislong

EndmomentEndmomentRadiusofgyration

2.CalculatememberstiffnessEI

2.CalculatetheEulerbucklingforce

3.moment-magnifierfactor

Columncheck

MAXIMUMAXIALCOMPRESSION

Sectioninputdata:SectionconcreteareaLongitudinalrebararea

Calculatetheaxialloadcapacityforconcentricloading

Member1RCcolumnDesignReportPage4of13

MAXIMUMAXIALTENSION

Sectioninputdata:Longitudinalrebararea

Calculatetheaxialloadcapacityforconcentricloading

M-NINTERACTION

Calculationisbasedoniterativeprocess:-Calculateplasticcentroidlocation-Assume intensioncontrolzoneandcompressioncontrolzone-Calculatestrain and whena<h:

anda>h:

-Calculatereinforcementstresses-Calculateequilibriumforces:

Sectioninputdata:Sectionheighthbasedonmajoraxis:14Sectionwidthbbasedonmajoraxis:12

Rectangularcompressionblockfactors:

Member1RCcolumnDesignReportPage5of13

Depthdi(in) bardiameter(in)

barareaAsi

(in^2)

11.50 0.50 0.20

11.50 0.50 0.20

11.50 0.50 0.20

11.50 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

Calculationofplasticcentroidlocation

Iter. c(in)

a(in) φ Pn

(Kip)

Mn(Kip-ft)

φPn(Kip)

φMn(Kip-ft)

e(in)

TensionControl

1 - - 0.9 -96.0 0 -86.4 0 0

2 0.27 0.23 0.90 -86.6 5.4 -77.9 4.9 -0.8

3 0.54 0.46 0.90 -77.1 10.7 -69.4 9.6 -1.7

4 0.82 0.69 0.90 -67.7 15.7 -60.9 14.1 -2.8

5 1.09 0.93 0.90 -58.2 20.6 -52.4 18.5 -4.2

6 1.36 1.16 0.90 -48.8 25.3 -43.9 22.7 -6.2

7 1.63 1.39 0.90 -28.3 33.9 -25.4 30.5 -14.4

8 1.91 1.62 0.90 -3.6 44.0 -3.3 39.6 -145.9

9 2.18 1.85 0.90 17.2 52.4 15.5 47.1 36.5

10 2.45 2.08 0.90 35.6 59.7 32.0 53.7 20.1

11 2.72 2.31 0.90 52.1 66.1 46.9 59.5 15.2

12 2.99 2.55 0.90 67.4 71.9 60.6 64.7 12.8

13 3.27 2.78 0.90 81.6 77.1 73.5 69.4 11.3

14 3.54 3.01 0.90 95.2 81.9 85.7 73.7 10.3

15 3.81 3.24 0.90 108.1 86.2 97.3 77.6 9.6

16 4.08 3.47 0.90 120.6 90.3 108.6 81.2 9.0

17 4.36 3.70 0.89 132.7 93.9 118.5 83.9 8.5

18 4.63 3.93 0.85 144.5 97.3 123.3 83.1 8.1

19 4.90 4.17 0.82 156.0 100.4 127.7 82.2 7.7

20 5.17 4.40 0.79 167.3 103.3 131.6 81.2 7.4

21 5.44 4.63 0.76 178.5 105.9 135.3 80.2 7.1

22 5.72 4.86 0.73 189.4 108.2 138.7 79.2 6.9

23 5.99 5.09 0.71 200.3 110.3 142.0 78.2 6.6

24 6.26 5.32 0.69 211.0 112.2 145.1 77.1 6.4

Member1RCcolumnDesignReportPage6of13

25 6.53 5.55 0.67 221.6 113.9 148.0 76.1 6.2

26 6.81 5.79 0.65 232.1 115.3 150.8 74.9 6.0

CompressionControl

27 7.09 6.03 0.65 247.9 114.8 161.1 74.6 5.6

28 7.38 6.27 0.65 263.2 114.2 171.1 74.2 5.2

29 7.67 6.52 0.65 278.1 113.5 180.8 73.8 4.9

30 7.96 6.76 0.65 292.7 112.7 190.3 73.3 4.6

31 8.24 7.01 0.65 306.5 111.6 199.2 72.5 4.4

32 8.53 7.25 0.65 319.7 110.3 207.8 71.7 4.1

33 8.82 7.50 0.65 332.7 108.8 216.3 70.7 3.9

34 9.11 7.74 0.65 345.6 107.2 224.6 69.7 3.7

35 9.40 7.99 0.65 358.3 105.5 232.9 68.6 3.5

36 9.68 8.23 0.65 370.8 103.6 241.0 67.4 3.4

37 9.97 8.48 0.65 383.1 101.6 249.0 66.0 3.2

38 10.26 8.72 0.65 395.4 99.4 257.0 64.6 3.0

39 10.55 8.96 0.65 407.5 97.1 264.9 63.1 2.9

40 10.83 9.21 0.65 419.5 94.6 272.7 61.5 2.7

41 11.12 9.45 0.65 431.4 91.9 280.4 59.8 2.6

42 11.41 9.70 0.65 443.2 89.1 288.1 57.9 2.4

43 11.70 9.94 0.65 454.9 86.1 295.7 56.0 2.3

44 11.99 10.19 0.65 466.5 83.0 303.2 53.9 2.1

45 12.27 10.43 0.65 478.0 79.6 310.7 51.8 2.0

46 12.56 10.68 0.65 489.5 76.1 318.2 49.5 1.9

47 12.85 10.92 0.65 500.9 72.4 325.6 47.1 1.7

48 13.14 11.17 0.65 512.3 68.5 333.0 44.6 1.6

49 13.42 11.41 0.65 523.5 64.5 340.3 41.9 1.5

50 13.71 11.66 0.65 534.8 60.2 347.6 39.2 1.4

51 14.00 11.90 0.65 545.9 55.8 354.9 36.3 1.2

52 - - 0.65 529.4 0 344.1 0 0

Sectioninputdata:Sectionheighthbasedonmajoraxis:14Sectionwidthbbasedonmajoraxis:12

Rectangularcompressionblockfactors:

Member1RCcolumnDesignReportPage7of13

Depthdi(in) bardiameter(in)

barareaAsi

(in^2)

11.50 0.50 0.20

11.50 0.50 0.20

11.50 0.50 0.20

11.50 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

Calculationofplasticcentroidlocation

Iter. c(in)

a(in) φ Pn

(Kip)

Mn(Kip-ft)

φPn(Kip)

φMn(Kip-ft)

e(in)

TensionControl

1 - - 0.9 -96.0 0 -86.4 0 0

2 0.27 0.23 0.90 -86.6 5.4 -77.9 4.9 -0.8

3 0.54 0.46 0.90 -77.1 10.7 -69.4 9.6 -1.7

4 0.82 0.69 0.90 -67.7 15.7 -60.9 14.1 -2.8

5 1.09 0.93 0.90 -58.2 20.6 -52.4 18.5 -4.2

6 1.36 1.16 0.90 -48.8 25.3 -43.9 22.7 -6.2

7 1.63 1.39 0.90 -28.3 33.9 -25.4 30.5 -14.4

8 1.91 1.62 0.90 -3.6 44.0 -3.3 39.6 -145.9

9 2.18 1.85 0.90 17.2 52.4 15.5 47.1 36.5

10 2.45 2.08 0.90 35.6 59.7 32.0 53.7 20.1

11 2.72 2.31 0.90 52.1 66.1 46.9 59.5 15.2

12 2.99 2.55 0.90 67.4 71.9 60.6 64.7 12.8

13 3.27 2.78 0.90 81.6 77.1 73.5 69.4 11.3

14 3.54 3.01 0.90 95.2 81.9 85.7 73.7 10.3

15 3.81 3.24 0.90 108.1 86.2 97.3 77.6 9.6

16 4.08 3.47 0.90 120.6 90.3 108.6 81.2 9.0

17 4.36 3.70 0.89 132.7 93.9 118.5 83.9 8.5

18 4.63 3.93 0.85 144.5 97.3 123.3 83.1 8.1

19 4.90 4.17 0.82 156.0 100.4 127.7 82.2 7.7

20 5.17 4.40 0.79 167.3 103.3 131.6 81.2 7.4

21 5.44 4.63 0.76 178.5 105.9 135.3 80.2 7.1

22 5.72 4.86 0.73 189.4 108.2 138.7 79.2 6.9

23 5.99 5.09 0.71 200.3 110.3 142.0 78.2 6.6

24 6.26 5.32 0.69 211.0 112.2 145.1 77.1 6.4

Member1RCcolumnDesignReportPage8of13

25 6.53 5.55 0.67 221.6 113.9 148.0 76.1 6.2

26 6.81 5.79 0.65 232.1 115.3 150.8 74.9 6.0

CompressionControl

27 7.09 6.03 0.65 247.9 114.8 161.1 74.6 5.6

28 7.38 6.27 0.65 263.2 114.2 171.1 74.2 5.2

29 7.67 6.52 0.65 278.1 113.5 180.8 73.8 4.9

30 7.96 6.76 0.65 292.7 112.7 190.3 73.3 4.6

31 8.24 7.01 0.65 306.5 111.6 199.2 72.5 4.4

32 8.53 7.25 0.65 319.7 110.3 207.8 71.7 4.1

33 8.82 7.50 0.65 332.7 108.8 216.3 70.7 3.9

34 9.11 7.74 0.65 345.6 107.2 224.6 69.7 3.7

35 9.40 7.99 0.65 358.3 105.5 232.9 68.6 3.5

36 9.68 8.23 0.65 370.8 103.6 241.0 67.4 3.4

37 9.97 8.48 0.65 383.1 101.6 249.0 66.0 3.2

38 10.26 8.72 0.65 395.4 99.4 257.0 64.6 3.0

39 10.55 8.96 0.65 407.5 97.1 264.9 63.1 2.9

40 10.83 9.21 0.65 419.5 94.6 272.7 61.5 2.7

41 11.12 9.45 0.65 431.4 91.9 280.4 59.8 2.6

42 11.41 9.70 0.65 443.2 89.1 288.1 57.9 2.4

43 11.70 9.94 0.65 454.9 86.1 295.7 56.0 2.3

44 11.99 10.19 0.65 466.5 83.0 303.2 53.9 2.1

45 12.27 10.43 0.65 478.0 79.6 310.7 51.8 2.0

46 12.56 10.68 0.65 489.5 76.1 318.2 49.5 1.9

47 12.85 10.92 0.65 500.9 72.4 325.6 47.1 1.7

48 13.14 11.17 0.65 512.3 68.5 333.0 44.6 1.6

49 13.42 11.41 0.65 523.5 64.5 340.3 41.9 1.5

50 13.71 11.66 0.65 534.8 60.2 347.6 39.2 1.4

51 14.00 11.90 0.65 545.9 55.8 354.9 36.3 1.2

52 - - 0.65 529.4 0 344.1 0 0

Sectioninputdata:Sectionheighthbasedonminoraxis:12Sectionwidthbbasedonminoraxis:14

Rectangularcompressionblockfactors:

Member1RCcolumnDesignReportPage9of13

Depthdi(in) bardiameter(in)

barareaAsi

(in^2)

9.50 0.50 0.20

9.50 0.50 0.20

7.17 0.50 0.20

7.17 0.50 0.20

4.83 0.50 0.20

4.83 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

Calculationofplasticcentroidlocation

Iter. c(in)

a(in) φ Pn

(Kip)

Mn(Kip-ft)

φPn(Kip)

φMn(Kip-ft)

e(in)

TensionControl

1 - - 0.9 -96.0 0 -86.4 0 0

2 0.20 0.17 0.90 -88.0 3.9 -79.2 3.5 -0.5

3 0.39 0.34 0.90 -80.0 7.8 -72.0 7.0 -1.2

4 0.59 0.50 0.90 -72.1 11.5 -64.8 10.3 -1.9

5 0.79 0.67 0.90 -64.1 15.1 -57.7 13.6 -2.8

6 0.99 0.84 0.90 -56.1 18.6 -50.5 16.7 -4.0

7 1.18 1.01 0.90 -48.1 21.9 -43.3 19.7 -5.5

8 1.38 1.17 0.90 -40.1 25.2 -36.1 22.7 -7.5

9 1.58 1.34 0.90 -28.5 29.4 -25.6 26.5 -12.4

10 1.78 1.51 0.90 -14.4 34.3 -12.9 30.8 -28.6

11 1.97 1.68 0.90 -1.5 38.6 -1.3 34.8 -312.9

12 2.17 1.84 0.90 10.5 42.6 9.5 38.3 48.6

13 2.37 2.01 0.90 21.8 46.3 19.6 41.7 25.4

14 2.56 2.18 0.90 32.6 49.7 29.4 44.7 18.3

15 2.76 2.35 0.90 43.0 52.9 38.7 47.6 14.7

16 2.96 2.52 0.90 55.1 56.1 49.6 50.5 12.2

17 3.16 2.68 0.90 68.5 59.2 61.6 53.3 10.4

18 3.35 2.85 0.90 81.2 62.2 73.1 55.9 9.2

19 3.55 3.02 0.90 93.4 64.9 84.1 58.4 8.3

20 3.75 3.19 0.87 105.2 67.4 91.1 58.4 7.7

21 3.95 3.35 0.83 116.6 69.8 97.2 58.2 7.2

22 4.14 3.52 0.80 127.6 72.0 102.7 57.9 6.8

23 4.34 3.69 0.78 139.7 73.9 108.7 57.5 6.3

24 4.54 3.86 0.75 152.8 75.6 115.1 56.9 5.9

Member1RCcolumnDesignReportPage10of13

25 4.73 4.02 0.73 165.4 77.1 120.9 56.4 5.6

26 4.93 4.19 0.71 177.6 78.5 126.2 55.8 5.3

CompressionControl

27 5.21 4.43 0.68 194.6 80.3 133.1 54.9 5.0

28 5.50 4.67 0.66 211.0 81.9 139.2 54.0 4.7

29 5.78 4.91 0.65 228.6 82.7 148.6 53.8 4.3

30 6.06 5.15 0.65 246.7 83.0 160.4 53.9 4.0

31 6.35 5.39 0.65 264.3 83.1 171.8 54.0 3.8

32 6.63 5.63 0.65 281.4 83.0 182.9 54.0 3.5

33 6.91 5.87 0.65 298.0 82.8 193.7 53.8 3.3

34 7.19 6.11 0.65 314.2 82.3 204.2 53.5 3.1

35 7.48 6.35 0.65 330.0 81.7 214.5 53.1 3.0

36 7.76 6.60 0.65 345.5 80.9 224.6 52.6 2.8

37 8.04 6.84 0.65 360.7 79.8 234.5 51.9 2.7

38 8.32 7.08 0.65 375.3 78.5 244.0 51.0 2.5

39 8.61 7.32 0.65 389.7 76.9 253.3 50.0 2.4

40 8.89 7.56 0.65 403.9 75.2 262.6 48.9 2.2

41 9.17 7.80 0.65 418.0 73.2 271.7 47.6 2.1

42 9.46 8.04 0.65 431.8 71.1 280.7 46.2 2.0

43 9.74 8.28 0.65 445.6 68.7 289.6 44.6 1.8

44 10.02 8.52 0.65 459.2 66.1 298.5 43.0 1.7

45 10.30 8.76 0.65 472.7 63.3 307.2 41.1 1.6

46 10.59 9.00 0.65 486.0 60.3 315.9 39.2 1.5

47 10.87 9.24 0.65 499.3 57.0 324.6 37.1 1.4

48 11.15 9.48 0.65 512.5 53.6 333.1 34.8 1.3

49 11.43 9.72 0.65 525.6 49.9 341.6 32.5 1.1

50 11.72 9.96 0.65 538.6 46.1 350.1 29.9 1.0

51 12.00 10.20 0.65 551.6 42.0 358.5 27.3 0.9

52 - - 0.65 529.4 0 344.1 0 0

Sectioninputdata:Sectionheighthbasedonminoraxis:12Sectionwidthbbasedonminoraxis:14

Rectangularcompressionblockfactors:

Member1RCcolumnDesignReportPage11of13

Depthdi(in) bardiameter(in)

barareaAsi

(in^2)

9.50 0.50 0.20

9.50 0.50 0.20

7.17 0.50 0.20

7.17 0.50 0.20

4.83 0.50 0.20

4.83 0.50 0.20

2.50 0.50 0.20

2.50 0.50 0.20

Calculationofplasticcentroidlocation

Iter. c(in)

a(in) φ Pn

(Kip)

Mn(Kip-ft)

φPn(Kip)

φMn(Kip-ft)

e(in)

TensionControl

1 - - 0.9 -96.0 0 -86.4 0 0

2 0.20 0.17 0.90 -88.0 3.9 -79.2 3.5 -0.5

3 0.39 0.34 0.90 -80.0 7.8 -72.0 7.0 -1.2

4 0.59 0.50 0.90 -72.1 11.5 -64.8 10.3 -1.9

5 0.79 0.67 0.90 -64.1 15.1 -57.7 13.6 -2.8

6 0.99 0.84 0.90 -56.1 18.6 -50.5 16.7 -4.0

7 1.18 1.01 0.90 -48.1 21.9 -43.3 19.7 -5.5

8 1.38 1.17 0.90 -40.1 25.2 -36.1 22.7 -7.5

9 1.58 1.34 0.90 -28.5 29.4 -25.6 26.5 -12.4

10 1.78 1.51 0.90 -14.4 34.3 -12.9 30.8 -28.6

11 1.97 1.68 0.90 -1.5 38.6 -1.3 34.8 -312.9

12 2.17 1.84 0.90 10.5 42.6 9.5 38.3 48.6

13 2.37 2.01 0.90 21.8 46.3 19.6 41.7 25.4

14 2.56 2.18 0.90 32.6 49.7 29.4 44.7 18.3

15 2.76 2.35 0.90 43.0 52.9 38.7 47.6 14.7

16 2.96 2.52 0.90 55.1 56.1 49.6 50.5 12.2

17 3.16 2.68 0.90 68.5 59.2 61.6 53.3 10.4

18 3.35 2.85 0.90 81.2 62.2 73.1 55.9 9.2

19 3.55 3.02 0.90 93.4 64.9 84.1 58.4 8.3

20 3.75 3.19 0.87 105.2 67.4 91.1 58.4 7.7

21 3.95 3.35 0.83 116.6 69.8 97.2 58.2 7.2

22 4.14 3.52 0.80 127.6 72.0 102.7 57.9 6.8

23 4.34 3.69 0.78 139.7 73.9 108.7 57.5 6.3

24 4.54 3.86 0.75 152.8 75.6 115.1 56.9 5.9

Member1RCcolumnDesignReportPage12of13

25 4.73 4.02 0.73 165.4 77.1 120.9 56.4 5.6

26 4.93 4.19 0.71 177.6 78.5 126.2 55.8 5.3

CompressionControl

27 5.21 4.43 0.68 194.6 80.3 133.1 54.9 5.0

28 5.50 4.67 0.66 211.0 81.9 139.2 54.0 4.7

29 5.78 4.91 0.65 228.6 82.7 148.6 53.8 4.3

30 6.06 5.15 0.65 246.7 83.0 160.4 53.9 4.0

31 6.35 5.39 0.65 264.3 83.1 171.8 54.0 3.8

32 6.63 5.63 0.65 281.4 83.0 182.9 54.0 3.5

33 6.91 5.87 0.65 298.0 82.8 193.7 53.8 3.3

34 7.19 6.11 0.65 314.2 82.3 204.2 53.5 3.1

35 7.48 6.35 0.65 330.0 81.7 214.5 53.1 3.0

36 7.76 6.60 0.65 345.5 80.9 224.6 52.6 2.8

37 8.04 6.84 0.65 360.7 79.8 234.5 51.9 2.7

38 8.32 7.08 0.65 375.3 78.5 244.0 51.0 2.5

39 8.61 7.32 0.65 389.7 76.9 253.3 50.0 2.4

40 8.89 7.56 0.65 403.9 75.2 262.6 48.9 2.2

41 9.17 7.80 0.65 418.0 73.2 271.7 47.6 2.1

42 9.46 8.04 0.65 431.8 71.1 280.7 46.2 2.0

43 9.74 8.28 0.65 445.6 68.7 289.6 44.6 1.8

44 10.02 8.52 0.65 459.2 66.1 298.5 43.0 1.7

45 10.30 8.76 0.65 472.7 63.3 307.2 41.1 1.6

46 10.59 9.00 0.65 486.0 60.3 315.9 39.2 1.5

47 10.87 9.24 0.65 499.3 57.0 324.6 37.1 1.4

48 11.15 9.48 0.65 512.5 53.6 333.1 34.8 1.3

49 11.43 9.72 0.65 525.6 49.9 341.6 32.5 1.1

50 11.72 9.96 0.65 538.6 46.1 350.1 29.9 1.0

51 12.00 10.20 0.65 551.6 42.0 358.5 27.3 0.9

52 - - 0.65 529.4 0 344.1 0 0

Sectioninputdata:ActualaxialforceActualbendingmomentaboutmajoraxisActualbendingmomentaboutminoraxisEccentricityofactualforcesalongmajoraxisEccentricityofactualforcesalongminoraxisLimitedaxialforce(Mx-Naxisplane)Limitedaxialforce(My-Naxisplane)LimitedbendingmomentaboutmajoraxisLimitedbendingmomentaboutminoraxis

STATUSNG!

Member1RCcolumnDesignReportPage13of13

STATUSOK!

CHAPTER9(Section9.7)

Lateralsupportcheckforcompressionsteel

BUCKLINGOFSLENDERREINFORCINGBARS

Sectioninputdata:Spacingofthestirrups =10DiameterofthemainbarsDiameterofthetransversereinforcement(stirrups)Smallerdimensionofthebeamsection

Calculatemaximumspacingofthestirrupsforpurposeofbucklingbarstability

STATUSNG!