E = 2100000 kg/cm2G = 810000 kg/cm3

0.30

δ leleh = 240 Mpa = 2400 Kg/cm² 24000000 kg/m2δ dasar = 160 Mpa = 1600 Kg/cm² 16000000τ geser = 92.8 Mpa = 928 Kg/cm²

Poisson μ =

P1 P2TYPE 1

L

X1

X2

DATA 1 2 3 4L (m) 8.8 - - -qn (kg/m) 90P (kg) 925 925 925X (m) 2.375 4.400 6.425

ReaksiRaV 1783.5 Kg Shear x =qu 90 Kg/m M max, x =

x =

Defleksi

7027.68 + 9600.23EI

38080.51 + 78.085EI EI

Bendingfstress = Mmax/Z

= 5103.075Z

x RaV RaV*x qu*x 1/2*qu*x^2 Mx ShearX0 1783.5 0.00 0.0 0.0 0.00 1783.51 1783.5 1783.50 90.0 45.0 1738.50 1693.52 1783.5 3567.00 180.0 180.0 3387.00 1603.53 1783.5 5350.50 270.0 405.0 4367.38 588.54 1783.5 7134.00 360.0 720.0 4910.88 498.55 1783.5 8917.50 450.0 1125.0 4809.38 -516.56 1783.5 10701.00 540.0 1620.0 4247.88 -606.57 1783.5 12484.50 630.0 2205.0 3064.50 -1621.58 1783.5 14268.00 720.0 2880.0 1398.00 -1711.5

8.8 1783.5 15694.8 792.0 3484.8 0.00 -1783.5

∆ =

∆ =

∆ =

(5∗𝑞𝑢∗𝐿^4)/(384∗𝐸𝐼)+ ∑(𝑃𝐿^3)/(48∗𝐸𝐼)∗(3𝑥/𝐿−(4𝑥^3)/𝐿^3 )+ (5∗𝑞𝑠 ^4)/(384 )∗𝐿 ∗𝐸𝐼

qn

5 6- -

∆ ijin = L/150 = 5.87 cm

RaV - q*x - P Mx = RaV*x - 1/2*q*x^2 - P*(x-l)(RaV - P)/ q

4.4 m ----> Mmax = 5103.075 kg.m

+ 13132.53 + 8320.07 + 0.00 + 0.00 +EI

qs x 10^6EI

P1*(x-l) P2*x P3*x P4*x P5*x P6*x P1 P2 P30.00 0.0 0.0 0 0 0 0 0 00.00 0.0 0.0 0 0 0 0 0 00.00 0.0 0.0 0 0 0 0 0 0

578.13 0.0 0.0 0 0 0 1 0 01503.13 0.0 0.0 0 0 0 1 0 02428.13 555.0 0.0 0 0 0 1 1 03353.13 1480.0 0.0 0 0 0 1 1 04278.13 2405.0 531.9 0 0 0 1 1 15203.13 3330.0 1456.9 0 0 0 1 1 15943.13 4070.0 2196.9 0 0 0 1 1 1

(5∗𝑞𝑢∗𝐿^4)/(384∗𝐸𝐼)+ ∑(𝑃𝐿^3)/(48∗𝐸𝐼)∗(3𝑥/𝐿−(4𝑥^3)/𝐿^3 )+ (5∗𝑞𝑠 ^4)/(384 )∗𝐿 ∗𝐸𝐼

0.00 x 10^6EI

P4 P5 P60 0 01 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1

Profil ISTANDARD DIMENSION Area Unit Mass Moment of Inertia

h b t web t flange A Weight Ixmm mm mm mm cm2 kg/m cm4

100x100x6x8 100 100 6 8 21.04 16.52 369.05125x125x6.5x9 125 125 6.5 9 29.46 23.12 824.78150x75x5x7 150 75 5 7 17.30 13.58 642.03150x100x6x9 150 100 6 9 25.92 20.35 1010.86150x150x7x10 150 150 7 10 39.10 30.69 1600.66175x175x7.5x11 175 175 7.5 11 49.98 39.23 2816.47200x100x5.5x8 200 100 5.5 8 26.12 20.50 1760.93200x100x4.5x7 198 99 4.5 7 22.14 17.38 1498.24200x150x6x9 200 150 6 9 37.92 29.77 2765.72200x200x8x12 200 200 8 12 62.08 48.73 4610.49250x125x6x9 250 125 6 9 36.42 28.59 3892.93250x125x5x8 248 124 5 8 31.44 24.68 3378.32250x250x9x14 250 250 9 14 89.98 70.63 10578.81300x150x6.5x9 300 150 6.5 9 45.33 35.58 6932.52300x150x5.5x8 298 149 5.5 8 39.35 30.89 6041.48300x300x10x15 300 300 10 15 117.00 91.85 19932.75350x175x7x11 350 175 7 11 61.46 48.25 13123.47350x175x6x9 346 174 6 9 51.00 40.04 10658.94350x350x12x19 350 350 12 19 170.44 133.80 39506.18400x200x8x13 400 200 8 13 81.92 64.31 22964.87400x200x7x11 396 199 7 11 69.96 54.92 19279.27400x400x13x21 400 400 13 21 214.54 168.41 65361.59450x200x9x14 450 200 9 14 93.98 73.77 32258.95500x200x10x16 500 200 10 16 110.80 86.98 46036.55600x200x11x17 600 200 11 17 130.26 102.25 74418.64600x300x12x20 600 300 12 20 187.20 146.95 118521.60700x300x13x24 700 300 13 24 228.76 179.58 194606.99800x300x14x26 800 300 14 26 260.72 204.67 282553.57900x300x16x28 900 300 16 28 303.04 237.89 399632.58

Moment of Inertia Radius of Gyration M. Section TYPE IIy ix iy Zx Zy Deflection Bending

cm4 cm cm cm3 cm3 ∆x ∆y fstress x f stress ycm cm kg/cm2 kg/cm2

133.48 4.19 2.52 73.81 26.70 50.80 140.45 7130.44 19713.72293.21 5.29 3.16 131.96 46.91 23.03 64.78 4036.63 11354.56

49.36 6.09 1.69 85.60 13.16 29.03 377.60 6114.87 39767.70150.24 6.24 2.41 134.78 30.05 18.69 125.74 3932.33 17638.85562.87 6.40 3.79 213.42 75.05 12.04 34.24 2530.30 7195.50983.09 7.51 4.44 321.88 112.35 6.96 19.93 1703.36 4879.99133.59 8.21 2.26 176.09 26.72 10.73 141.45 3010.65 19842.87113.34 8.23 2.26 151.34 22.90 12.53 165.69 3483.16 23021.62506.58 8.54 3.66 276.57 67.54 6.96 37.98 1949.30 7981.83

1600.75 8.62 5.08 461.05 160.08 4.33 12.46 1209.16 3482.62293.39 10.34 2.84 311.43 46.94 4.93 65.43 1727.43 11460.62254.46 10.37 2.84 272.44 41.04 5.64 74.87 1960.76 13016.00

3647.18 10.84 6.37 846.30 291.77 1.96 5.69 683.77 1983.32506.90 12.37 3.34 462.17 67.59 2.81 38.38 1178.69 8060.14441.45 12.39 3.35 405.47 59.26 3.19 43.68 1332.31 9116.66

6752.25 13.05 7.60 1328.85 450.15 1.08 3.19 450.93 1331.14983.49 14.61 4.00 749.91 112.40 1.52 20.26 742.77 4955.65790.79 14.46 3.94 616.12 90.90 1.84 24.81 891.15 6040.55

13581.58 15.22 8.93 2257.50 776.09 0.58 1.70 283.42 824.421734.93 16.74 4.60 1148.24 173.49 0.89 11.83 498.64 3300.171445.85 16.60 4.55 973.70 145.31 1.05 13.95 578.69 3877.67

22406.55 17.45 10.22 3268.08 1120.33 0.37 1.09 206.03 601.011869.23 18.53 4.46 1433.73 186.92 0.65 11.17 405.74 3112.092137.23 20.38 4.39 1841.46 213.72 0.46 10.00 322.84 2781.642272.94 23.90 4.18 2480.62 227.29 0.29 9.65 245.62 2680.629008.06 25.16 6.94 3950.72 600.54 0.20 2.62 165.17 1086.62

10811.94 29.17 6.87 5560.20 720.80 0.13 2.29 123.04 949.1411717.10 32.92 6.70 7063.84 781.14 0.09 2.20 100.29 906.9112628.81 36.31 6.46 8880.72 841.92 0.07 2.14 83.39 879.63

TYPE I

NOT SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFE

SAFE NOT SAFENOT SAFE NOT SAFENOT SAFE NOT SAFE

SAFE NOT SAFESAFE NOT SAFESAFE NOT SAFESAFE SAFESAFE NOT SAFESAFE NOT SAFESAFE SAFESAFE NOT SAFESAFE NOT SAFESAFE SAFESAFE NOT SAFESAFE NOT SAFESAFE NOT SAFESAFE SAFESAFE SAFESAFE SAFESAFE SAFE

SAFETY arah x

SAFETY arah y

Profil LSTANDARD DIMENSION Area Unit Mass Cen. Gravity Moment of Inertia

h b t A Weight Cx = Cy Ix = Iymm mm mm cm2 kg/m cm cm4

25x25x3 25 25 3 1.41 1.11 0.72 0.8030x30x3 30 30 3 1.71 1.34 0.84 1.4240x40x3 40 40 3 2.31 1.81 1.09 3.5340x40x4 40 40 4 3.04 2.39 1.09 3.5340x40x5 40 40 5 3.75 2.94 1.17 5.4245x45x5 45 45 5 4.25 3.34 1.28 7.9145x45x4 45 45 4 3.44 2.70 1.24 6.5050x50x4 50 50 4 3.84 3.01 1.37 9.0650x50x5 50 50 5 4.75 3.73 1.41 11.1050x50x6 50 50 6 5.64 4.43 1.44 12.6060x60x4 60 60 4 4.64 3.64 1.61 16.0060x60x5 60 60 5 5.75 4.51 1.66 19.6060x60x6 60 60 6 6.84 5.37 1.70 22.7965x65x5 65 65 5 6.25 4.91 1.77 25.3065x65x6 65 65 6 7.44 5.84 1.81 29.4065x65x8 65 65 8 9.76 7.66 1.88 36.8070x70x6 70 70 6 8.04 6.31 1.93 37.1075x75x6 75 75 6 8.64 6.78 2.06 46.1075x75x9 75 75 9 12.69 9.96 2.17 64.4075x75x12 75 75 12 16.56 13.00 2.29 81.9080x80x6 80 80 6 9.24 7.25 2.18 56.4090x90x6 90 90 6 10.44 8.20 2.42 80.7090x90x7 90 90 7 12.11 9.51 2.46 93.0090x90x10 90 90 10 17.00 13.35 2.57 125.0090x90x13 90 90 13 21.71 17.04 2.69 156.00100x100x7 100 100 7 13.51 10.61 2.71 129.00100x100x13 100 100 13 24.31 19.08 2.94 220.00100x100x10 100 100 10 19.00 14.92 2.82 175.00120x120x8 120 120 8 18.56 14.57 3.24 258.00120x120x11 120 120 11 25.19 19.77 3.30 340.00120x120x12 120 120 12 27.36 21.48 3.40 367.00130x130x9 130 130 9 22.59 17.73 3.53 366.00130x130x15 130 130 15 36.75 28.85 3.76 568.00130x130x12 130 130 12 29.76 23.36 3.64 467.00150x150x12 150 150 12 34.56 27.13 4.14 740.00150x150x15 150 150 15 42.75 33.56 4.24 888.00150x150x19 150 150 19 53.39 41.91 4.40 1090.00175x175x12 175 175 12 40.56 31.84 4.73 1170.00175x175x15 175 175 15 50.25 39.45 4.85 1440.00200x200x15 200 200 15 57.75 45.33 5.46 2180.00200x200x20 200 200 20 76.00 59.66 5.67 2820.00200x200x25 200 200 25 93.75 73.59 5.86 3420.00250x250x35 250 250 35 162.75 127.76 7.45 9110.00250x250x25 250 250 25 118.75 93.22 7.10 6950.00

Moment of Inertia Radius of Gyration M. Section TYPE IMax Iu Max Iv ix = iy Max iu Max iv Zx = Zy Deflection

cm4 cm4 cm cm cm cm3 ∆x = ∆y ∆ucm

1.26 0.33 0.75 0.94 0.48 0.45 22752.29 14391.732.26 0.59 0.91 1.14 0.58 0.66 12770.12 8023.715.60 1.46 1.23 1.55 0.79 1.21 5136.99 3238.145.60 1.46 1.23 1.55 0.79 1.21 5136.99 3238.148.59 2.25 1.20 1.51 0.77 1.91 3345.68 2111.01

12.50 3.29 1.36 1.71 0.87 2.46 2292.49 1450.6910.30 2.70 1.36 1.72 0.88 2.00 2789.78 1760.5414.40 3.76 1.53 1.92 0.98 2.49 2001.50 1259.2817.50 4.58 1.52 1.91 0.98 3.08 1633.66 1036.2020.00 5.23 1.50 1.88 0.96 3.55 1439.17 906.6825.40 6.62 1.85 2.33 1.19 3.66 1133.35 713.9231.20 8.09 1.84 2.32 1.18 4.52 925.18 581.2036.16 9.42 1.82 2.29 1.17 5.28 795.68 501.4840.10 10.50 1.99 2.51 1.28 5.35 716.74 452.2146.60 12.20 1.98 2.49 1.27 6.26 616.79 389.1358.30 15.30 1.94 2.44 1.25 7.96 492.76 311.0458.90 15.30 2.14 2.69 1.37 7.33 488.78 307.8773.20 19.00 2.30 2.90 1.48 8.47 393.35 247.73

102.00 26.70 2.25 2.84 1.45 21.10 281.58 177.78129.00 34.50 2.22 2.79 1.44 15.70 221.41 140.57

89.60 23.20 2.46 3.10 1.58 9.70 321.52 202.38128.00 33.40 2.77 3.48 1.78 12.30 224.70 141.67148.00 38.30 2.76 3.48 1.77 14.20 194.98 122.52199.00 51.70 2.71 3.42 1.74 19.50 145.07 91.12248.00 65.30 2.68 3.38 1.73 24.80 116.24 73.12205.00 53.20 3.08 3.88 1.98 17.70 140.57 88.46348.00 91.10 3.00 3.78 1.94 31.10 82.43 52.11278.00 72.00 3.04 3.83 1.95 24.40 103.62 65.23410.00 106.00 3.71 4.67 2.38 29.50 70.29 44.23541.00 140.00 3.66 4.62 2.35 39.36 53.33 33.52583.00 151.00 3.65 4.60 2.35 42.68 49.41 31.10583.00 150.00 4.01 5.06 2.57 38.70 49.55 31.10902.00 234.00 3.93 4.95 2.53 41.60 31.93 20.10743.00 192.00 3.96 5.00 2.54 49.90 38.83 24.41

1180.00 304.00 4.61 5.82 2.96 68.10 24.50 15.371410.00 365.00 4.56 5.75 2.92 82.60 20.42 12.861730.00 451.00 4.52 5.69 2.91 103.00 16.64 10.481860.00 480.00 5.38 6.78 3.44 91.80 15.50 9.752290.00 589.00 5.35 6.75 3.48 114.00 12.59 7.923470.00 891.00 6.14 7.75 3.93 150.00 8.32 5.234490.00 1160.00 6.09 7.68 3.90 197.00 6.43 4.045420.00 1410.00 6.04 7.61 3.88 242.00 5.30 3.35

14400.00 3790.00 7.49 9.42 4.83 519.00 1.99 1.2611000.00 2860.00 7.63 9.62 4.89 388.00 2.61 1.65

TYPE IDeflection Bending

∆v fs x=ycm kg/cm2

54619.20 1139079.24 NOT SAFE NOT SAFE NOT SAFE30734.87 772023.45 NOT SAFE NOT SAFE NOT SAFE12420.26 421741.74 NOT SAFE NOT SAFE NOT SAFE12420.26 421741.74 NOT SAFE NOT SAFE NOT SAFE

8059.37 267176.70 NOT SAFE NOT SAFE NOT SAFE5511.73 207442.07 NOT SAFE NOT SAFE NOT SAFE6716.14 255153.75 NOT SAFE NOT SAFE NOT SAFE4822.76 204942.77 NOT SAFE NOT SAFE NOT SAFE3959.30 165684.25 NOT SAFE NOT SAFE NOT SAFE3467.22 143748.59 NOT SAFE NOT SAFE NOT SAFE2739.21 139428.28 NOT SAFE NOT SAFE NOT SAFE2241.48 112899.89 NOT SAFE NOT SAFE NOT SAFE1925.01 96649.15 NOT SAFE NOT SAFE NOT SAFE1727.01 95384.58 NOT SAFE NOT SAFE NOT SAFE1486.36 81518.77 NOT SAFE NOT SAFE NOT SAFE1185.20 64108.98 NOT SAFE NOT SAFE NOT SAFE1185.20 69619.03 NOT SAFE NOT SAFE NOT SAFE

954.40 60248.82 NOT SAFE NOT SAFE NOT SAFE679.16 24185.19 NOT SAFE NOT SAFE NOT SAFE525.61 32503.66 NOT SAFE NOT SAFE NOT SAFE781.62 52609.02 NOT SAFE NOT SAFE NOT SAFE542.92 41488.41 NOT SAFE NOT SAFE NOT SAFE473.46 35937.15 NOT SAFE NOT SAFE NOT SAFE350.75 26169.62 NOT SAFE NOT SAFE NOT SAFE277.70 20576.92 NOT SAFE NOT SAFE NOT SAFE340.86 28830.93 NOT SAFE NOT SAFE NOT SAFE199.05 16408.60 NOT SAFE NOT SAFE NOT SAFE251.86 20914.24 NOT SAFE NOT SAFE NOT SAFE171.07 17298.56 NOT SAFE NOT SAFE NOT SAFE129.53 12965.13 NOT SAFE NOT SAFE NOT SAFE120.09 11956.60 NOT SAFE NOT SAFE NOT SAFE120.89 13186.24 NOT SAFE NOT SAFE NOT SAFE

77.49 12267.01 NOT SAFE NOT SAFE NOT SAFE94.45 10226.60 NOT SAFE NOT SAFE NOT SAFE59.65 7493.50 NOT SAFE NOT SAFE NOT SAFE49.68 6178.06 NOT SAFE NOT SAFE NOT SAFE40.21 4954.44 NOT SAFE NOT SAFE NOT SAFE37.78 5558.91 NOT SAFE NOT SAFE NOT SAFE30.79 4476.38 NOT SAFE NOT SAFE NOT SAFE20.35 3402.05 NOT SAFE NOT SAFE NOT SAFE15.63 2590.39 NOT SAFE NOT SAFE NOT SAFE12.86 2108.71 NOT SAFE NOT SAFE NOT SAFE

4.78 983.25 SAFE SAFE SAFE6.34 1315.23 SAFE SAFE NOT SAFE

SAFETY arah x=y

SAFETY arah u

SAFETY arah y

Profil UNPSTANDARD DIMENSION Area Unit Mass Cen. Gravity

h b t1 t2 A Weight Cymm mm mm mm cm2 kg/m cm

75x40x5x7 75 40 5 7 8.82 6.92 1.27100x50x5x7.5 100 50 5 7.5 11.92 9.36 1.55125x65x6x8 125 65 6 8 17.11 13.43 1.94150x75x6.5x10 150 75 6.5 10 23.71 18.61 2.31150x75x9x12.5 150 75 9 12.5 30.59 24.01 2.31180x75x7x10.5 180 75 7 10.5 27.20 21.35 2.15200x70x7x10 200 70 7 10 26.92 21.13 1.85200x80x7.5x11 200 80 7.5 11 31.33 24.59 2.24200x90x8x13.5 200 90 8 13.5 38.65 30.34 2.77250x90x9x13 250 90 9 13 44.07 34.59 2.43250x90x11x14.5 250 90 11 14.5 51.17 40.17 2.39300x90x10x15.5 300 90 10 15.5 55.74 43.76 2.33300x90x12x16 300 90 12 16 61.90 48.59 2.25380x100x10.5x16 380 100 10.5 16 69.39 54.47 2.41380x100x13x16.5 380 100 13 16.5 78.96 61.98 2.29380x100x13x20 380 100 13 20 85.71 67.28 2.50

Moment of Inertia Radius of Gyration Modulus of Section TYPE IIx Iy ix iy Zx Zy Deflection

cm4 cm4 cm cm cm3 cm3 ∆x ∆ycm cm

75.90 12.40 2.93 1.19 20.20 4.54 238.91 1462.39189.00 26.90 3.98 1.50 37.80 7.82 95.94 674.11425.00 65.50 4.99 1.96 68.00 14.40 42.67 276.85864.00 122.00 6.04 2.27 115.00 23.60 20.99 148.64

1050.00 147.00 5.86 2.19 140.00 28.30 17.27 123.361380.00 137.00 7.13 2.24 150.00 25.50 13.14 132.361620.00 113.00 7.77 2.04 162.00 21.80 11.19 160.471950.00 177.00 7.89 2.38 195.00 30.80 9.30 102.452490.00 286.00 8.03 2.72 249.00 45.90 7.28 63.404180.00 306.00 9.74 2.64 335.00 46.50 4.34 59.264690.00 342.00 9.57 2.58 375.00 51.70 3.87 53.027400.00 373.00 11.50 2.54 494.00 56.00 2.45 48.627870.00 391.00 11.30 2.51 525.00 57.90 2.30 46.38

14500.00 557.00 14.50 2.83 762.00 73.30 1.25 32.5615600.00 584.00 14.10 2.72 822.00 75.80 1.16 31.0517600.00 671.00 14.30 2.80 924.00 89.50 1.03 27.02

TYPE IBending

fstress x f stress ykg/cm2 kg/cm225262.75 112402.53 NOT SAFE NOT SAFE13500.20 65256.71 NOT SAFE NOT SAFE

7504.52 35438.02 NOT SAFE NOT SAFE4437.46 21623.20 NOT SAFE NOT SAFE3645.05 18032.07 NOT SAFE NOT SAFE3402.05 20012.06 NOT SAFE NOT SAFE3150.05 23408.60 NOT SAFE NOT SAFE2616.96 16568.43 NOT SAFE NOT SAFE2049.43 11117.81 NOT SAFE NOT SAFE1523.31 10974.35 SAFE NOT SAFE1360.82 9870.55 SAFE NOT SAFE1033.01 9112.63 SAFE NOT SAFE972.01 8813.60 SAFE NOT SAFE669.69 6961.90 SAFE NOT SAFE620.81 6732.29 SAFE NOT SAFE552.28 5701.76 SAFE NOT SAFE

SAFETY arah x

SAFETY arah y

TABEL FAKTOR TEKUKλ α λ α λ α λ α

30 1.000 55 0.794 80 0.588 105 0.38431 0.992 56 0.786 81 0.580 106 0.37732 0.984 57 0.777 82 0.571 107 0.37033 0.975 58 0.769 83 0.563 108 0.36334 0.967 59 0.761 84 0.555 109 0.35635 0.959 60 0.753 85 0.547 110 0.35036 0.951 61 0.744 86 0.538 111 0.34337 0.942 62 0.736 87 0.530 112 0.33738 0.934 63 0.728 88 0.522 113 0.33139 0.962 64 0.720 89 0.514 114 0.32540 0.918 65 0.711 90 0.505 115 0.32041 0.909 66 0.703 91 0.497 116 0.31442 0.901 67 0.695 92 0.489 117 0.30943 0.893 68 0.687 93 0.481 118 0.30444 0.885 69 0.678 94 0.472 119 0.29945 0.876 70 0.670 95 0.464 120 0.29446 0.868 71 0.662 96 0.456 121 0.28947 0.860 72 0.654 97 0.448 122 0.28448 0.852 73 0.645 98 0.439 123 0.28049 0.843 74 0.637 99 0.431 124 0.27550 0.835 75 0.629 100 0.423 125 0.27151 0.827 76 0.621 101 0.415 126 0.26652 0.819 77 0.612 102 0.407 127 0.26253 0.810 78 0.604 103 0.399 128 0.25854 0.802 79 0.596 104 0.391 129 0.254

TABEL FAKTOR TEKUKλ α λ α λ α

130 0.250 155 0.176 180 0.131131 0.246 156 0.174 181 0.129132 0.243 157 0.172 182 0.128133 0.239 158 0.169 183 0.126134 0.236 159 0.167 184 0.125135 0.232 160 0.165 185 0.124136 0.229 161 0.163 186 0.122137 0.225 162 0.161 187 0.121138 0.222 163 0.159 188 0.120139 0.219 164 0.157 189 0.118140 0.216 165 0.155 190 0.117141 0.213 166 0.153 191 0.116142 0.210 167 0.152 192 0.115143 0.207 168 0.150 193 0.114144 0.204 169 0.148 194 0.112145 0.201 170 0.146 195 0.111146 0.198 171 0.145 196 0.110147 0.196 172 0.143 197 0.109148 0.193 173 0.141 198 0.108149 0.191 174 0.140 199 0.107150 0.188 175 0.138 200 0.106151 0.186 176 0.137152 0.183 177 0.135153 0.181 178 0.134154 0.178 179 0.132