Poutre Continue

48
Calcul des efforts dans une poutre continue PRS Module d'Young 21.00 10e6 t / m2 Appui de gauche Inertie 1.51E-03 m4 Appui de droite Travées Charges ponctuelles Charges réparties Couples Longueurs Abs. Charge Début Charge Fin Charge Abs. Moment m m t m t / m m t / m m tm 10.500 4.200 23.800 0.000 0.147 10.500 0.147 9.000 13.600 x? 2.2 m x? 10.5 m Mt= 35.36 tm Mt= 0.00 tm T= 16.69 t T= -21.95 t Moment max positif= 70081 kgm Tranchant max = 21949 kg flèche non pondérée 18.6 kg/mm2 Flèche max= 22.2 mm 1/474 15.8 mm 1/664 PP= 110.53 kg/m Réaction max= 21949 kg 3.8 Hz(G+Q) 4.5 Hz(G+Q) L totale= 10.5 m s= 0.0 2.0 4.0 6.0 8.0 10.0 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 0.0 5.0 10.0 15.0 20.0 Courbe des moments / déplacements M en tm f en mm

Transcript of Poutre Continue

Page 1: Poutre Continue

le 04/13/2023 à 03:21:01

Calcul des efforts dans une poutre continue PRS

Module d'Young 21.00 10e6 t / m2 Appui de gaucheInertie 1.51E-03 m4 Appui de droite

Travées Charges ponctuelles Charges réparties CouplesLongueurs Abs. Charge Début Charge Fin Charge Abs. Moment

m m t m t / m m t / m m tm10.500 4.200 23.800 0.000 0.147 10.500 0.147

9.000 13.600

x? 2.2 m x? 10.5 m

Mt= 35.36 tm Mt= 0.00 tmT= 16.69 t T= -21.95 t

Moment max positif= 70081 kgm

Tranchant max = 21949 kg flèche non pondérée

18.6 kg/mm2 Flèche max= 22.2 mm 1/474 15.8 mm 1/664PP= 110.53 kg/m Réaction max= 21949 kg 3.8 Hz(G+Q) 4.5 Hz(G+Q)

L totale= 10.5 m

s=

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Découpage des travées 100

Abscisse Moment Tranchant Flèche Réactionm tm t mm t

0.00 0.00 16.99 0.00 16.990.11 1.78 16.98 0.700.21 3.57 16.96 1.390.32 5.35 16.95 2.080.42 7.12 16.93 2.780.53 8.90 16.92 3.460.63 10.68 16.90 4.150.74 12.45 16.89 4.830.84 14.22 16.87 5.510.95 15.99 16.86 6.181.05 17.76 16.84 6.851.16 19.53 16.82 7.511.26 21.30 16.81 8.17

1.37 23.06 16.79 8.811.47 24.82 16.78 9.45

1.58 26.58 16.76 10.08

1.68 28.34 16.75 10.71

1.79 30.10 16.73 11.32

1.89 31.86 16.72 11.92

2.00 33.61 16.70 12.512.10 35.36 16.69 13.092.21 37.12 16.67 13.652.31 38.87 16.66 14.202.42 40.61 16.64 14.742.52 42.36 16.62 15.272.63 44.10 16.61 15.782.73 45.85 16.59 16.282.84 47.59 16.58 16.752.94 49.33 16.56 17.223.05 51.07 16.55 17.663.15 52.80 16.53 18.093.26 54.54 16.52 18.503.36 56.27 16.50 18.893.47 58.00 16.49 19.263.57 59.73 16.47 19.613.68 61.46 16.45 19.943.78 63.19 16.44 20.253.89 64.91 16.42 20.543.99 66.64 16.41 20.804.10 68.36 16.39 21.04

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4.20 70.08 -7.42 21.264.31 69.30 -7.44 21.454.41 68.52 -7.45 21.624.52 67.74 -7.47 21.774.62 66.95 -7.48 21.894.73 66.16 -7.50 21.994.83 65.38 -7.52 22.064.94 64.59 -7.53 22.115.04 63.79 -7.55 22.145.15 63.00 -7.56 22.155.25 62.21 -7.58 22.145.36 61.41 -7.59 22.105.46 60.61 -7.61 22.045.57 59.81 -7.62 21.975.67 59.01 -7.64 21.875.78 58.21 -7.65 21.755.88 57.40 -7.67 21.615.99 56.60 -7.69 21.456.09 55.79 -7.70 21.276.20 54.98 -7.72 21.076.30 54.17 -7.73 20.856.41 53.36 -7.75 20.626.51 52.54 -7.76 20.366.62 51.73 -7.78 20.096.72 50.91 -7.79 19.806.83 50.09 -7.81 19.496.93 49.27 -7.82 19.167.04 48.45 -7.84 18.827.14 47.62 -7.85 18.457.25 46.80 -7.87 18.087.35 45.97 -7.89 17.687.46 45.14 -7.90 17.277.56 44.31 -7.92 16.857.67 43.48 -7.93 16.417.77 42.64 -7.95 15.957.88 41.81 -7.96 15.487.98 40.97 -7.98 15.008.09 40.13 -7.99 14.508.19 39.29 -8.01 13.988.30 38.45 -8.02 13.468.40 37.61 -8.04 12.928.51 36.76 -8.06 12.368.61 35.92 -8.07 11.808.72 35.07 -8.09 11.228.82 34.22 -8.10 10.638.93 33.37 -8.12 10.039.03 32.11 -21.73 9.419.14 29.82 -21.75 8.799.24 27.54 -21.76 8.159.35 25.25 -21.78 7.509.45 22.97 -21.79 6.85

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9.56 20.68 -21.81 6.199.66 18.39 -21.83 5.529.77 16.09 -21.84 4.849.87 13.80 -21.86 4.169.98 11.50 -21.87 3.4810.08 9.21 -21.89 2.7810.19 6.91 -21.90 2.0910.29 4.61 -21.92 1.4010.40 2.30 -21.93 0.7010.50 0.01 -21.95 0.0010.50 0.00 -21.95 0.00 21.95

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Calcul des efforts dans une poutre continue IPE 550

Module d'Young 21.00 10e6 t / m2 Appui de gaucheInertie 6.71E-04 m4 Appui de droite

Travées Charges ponctuelles Charges réparties CouplesLongueurs Abs. Charge Début Charge Fin Charge Abs. Moment

m m t m t / m m t / m m tm12.000 2.500 20.000 0.000 0.140 12.000 0.140

x? 2.2 m x? 10.5 m

Mt= 35.69 tm Mt= 7.64 tmT= 16.37 t T= -4.79 t

Moment max positif= 41176 kgm

Tranchant max = 16675 kg flèche non pondérée

16.9 kg/mm2 Flèche max= 33.3 mm 1/360 23.8 mm 1/505PP= 105.52 kg/m Réaction max= 16675 kg 3.1 Hz(G+Q) 3.7 Hz(G+Q)

L totale= 12.0 m

s=

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Découpage des travées 100

pAbscisse Moment Tranchant Flèche Réaction

m tm t mm t0.00 0.00 16.68 0.00 16.680.12 2.00 16.66 1.290.24 4.00 16.64 2.580.36 5.99 16.62 3.870.48 7.99 16.61 5.150.60 9.98 16.59 6.430.72 11.97 16.57 7.690.84 13.96 16.56 8.940.96 15.94 16.54 10.181.08 17.93 16.52 11.401.20 19.91 16.51 12.601.32 21.89 16.49 13.781.44 23.87 16.47 14.94

1.56 25.84 16.46 16.071.68 27.82 16.44 17.18

1.80 29.79 16.42 18.26

1.92 31.76 16.41 19.31

2.04 33.73 16.39 20.33

2.16 35.69 16.37 21.31

2.28 37.66 16.36 22.252.40 39.62 16.34 23.162.52 41.18 -3.68 24.032.64 40.73 -3.70 24.852.76 40.29 -3.71 25.642.88 39.84 -3.73 26.383.00 39.39 -3.75 27.083.12 38.94 -3.76 27.743.24 38.49 -3.78 28.363.36 38.04 -3.80 28.953.48 37.58 -3.81 29.493.60 37.12 -3.83 29.993.72 36.66 -3.85 30.463.84 36.20 -3.86 30.893.96 35.73 -3.88 31.284.08 35.27 -3.90 31.644.20 34.80 -3.91 31.964.32 34.33 -3.93 32.244.44 33.86 -3.95 32.494.56 33.38 -3.96 32.71

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4.68 32.90 -3.98 32.894.80 32.43 -4.00 33.044.92 31.94 -4.02 33.155.04 31.46 -4.03 33.235.16 30.98 -4.05 33.285.28 30.49 -4.07 33.305.40 30.00 -4.08 33.295.52 29.51 -4.10 33.245.64 29.02 -4.12 33.175.76 28.52 -4.13 33.065.88 28.03 -4.15 32.936.00 27.53 -4.17 32.776.12 27.03 -4.18 32.586.24 26.52 -4.20 32.366.36 26.02 -4.22 32.126.48 25.51 -4.23 31.856.60 25.00 -4.25 31.556.72 24.49 -4.27 31.236.84 23.98 -4.28 30.886.96 23.46 -4.30 30.507.08 22.94 -4.32 30.117.20 22.43 -4.34 29.697.32 21.90 -4.35 29.257.44 21.38 -4.37 28.787.56 20.86 -4.39 28.297.68 20.33 -4.40 27.797.80 19.80 -4.42 27.267.92 19.27 -4.44 26.718.04 18.73 -4.45 26.148.16 18.20 -4.47 25.558.28 17.66 -4.49 24.958.40 17.12 -4.50 24.328.52 16.58 -4.52 23.688.64 16.04 -4.54 23.028.76 15.49 -4.55 22.348.88 14.94 -4.57 21.659.00 14.39 -4.59 20.959.12 13.84 -4.60 20.239.24 13.29 -4.62 19.499.36 12.73 -4.64 18.749.48 12.18 -4.66 17.989.60 11.62 -4.67 17.209.72 11.06 -4.69 16.429.84 10.49 -4.71 15.629.96 9.93 -4.72 14.8110.08 9.36 -4.74 13.9910.20 8.79 -4.76 13.1710.32 8.22 -4.77 12.3310.44 7.64 -4.79 11.48

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10.56 7.07 -4.81 10.6310.68 6.49 -4.82 9.7710.80 5.91 -4.84 8.9010.92 5.33 -4.86 8.0311.04 4.74 -4.87 7.1511.16 4.16 -4.89 6.2711.28 3.57 -4.91 5.3811.40 2.98 -4.92 4.4911.52 2.39 -4.94 3.6011.64 1.79 -4.96 2.7011.76 1.20 -4.98 1.8011.88 0.60 -4.99 0.9012.00 0.00 -5.01 0.0012.00 0.00 -5.01 0.00 5.01

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Calcul des efforts dans une poutre continue PRS

Module d'Young 21.00 10e6 t / m2 Appui de gaucheInertie 1.51E-03 m4 Appui de droite

Travées Charges ponctuelles Charges réparties CouplesLongueurs Abs. Charge Début Charge Fin Charge Abs. Moment

m m t m t / m m t / m m tm19.000 8.900 28.000 0.000 0.000 19.000 0.000

10.100 28.000 0.000 1.580 19.000 1.580

x? 2.2 m x? 10.5 m

Mt= 86.44 tm Mt= 309.98 tmT= 39.71 t T= -29.50 t

Moment max positif= ###

Tranchant max = 43010 kg flèche non pondérée

84.9 kg/mm2 Flèche max= 255.8 mm 1/74 ### 1/104PP= 110.53 kg/m Réaction max= 43010 kg 1.1 Hz(G+Q) 1.3 Hz(G+Q)

L totale= 19.0 m

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0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.00.0

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Découpage des travées 100

Abscisse Moment Tranchant Flèche Réactionm tm t mm t

0.00 0.00 43.01 0.00 43.010.19 8.14 42.71 7.810.38 16.23 42.41 15.620.57 24.26 42.11 23.410.76 32.23 41.81 31.180.95 40.15 41.51 38.931.14 48.00 41.21 46.631.33 55.81 40.91 54.301.52 63.55 40.61 61.921.71 71.24 40.31 69.481.90 78.87 40.01 76.982.09 86.44 39.71 84.422.28 93.96 39.41 91.77

2.47 101.41 39.11 99.052.66 108.82 38.81 106.24

2.85 116.16 38.51 113.33

3.04 123.45 38.21 120.32

3.23 130.68 37.91 127.21

3.42 137.85 37.61 133.98

3.61 144.97 37.31 140.633.80 152.03 37.01 147.163.99 159.03 36.71 153.554.18 165.98 36.41 159.814.37 172.87 36.11 165.924.56 179.70 35.81 171.894.75 186.47 35.51 177.694.94 193.19 35.20 183.345.13 199.85 34.90 188.815.32 206.45 34.60 194.125.51 213.00 34.30 199.245.70 219.49 34.00 204.185.89 225.92 33.70 208.936.08 232.30 33.40 213.486.27 238.62 33.10 217.836.46 244.88 32.80 221.976.65 251.08 32.50 225.906.84 257.23 32.20 229.617.03 263.32 31.90 233.107.22 269.35 31.60 236.36

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7.41 275.33 31.30 239.397.60 281.25 31.00 242.187.79 287.11 30.70 244.727.98 292.91 30.40 247.028.17 298.66 30.10 249.068.36 304.35 29.80 250.848.55 309.98 29.50 252.358.74 315.56 29.20 253.608.93 320.24 0.90 254.579.12 320.38 0.60 255.279.31 320.47 0.30 255.699.50 320.50 0.00 255.839.69 320.47 -0.30 255.699.88 320.38 -0.60 255.2710.07 320.24 -0.90 254.5710.26 315.56 -29.20 253.6010.45 309.98 -29.50 252.3510.64 304.35 -29.80 250.8410.83 298.66 -30.10 249.0611.02 292.91 -30.40 247.0211.21 287.11 -30.70 244.7211.40 281.25 -31.00 242.1811.59 275.33 -31.30 239.3911.78 269.35 -31.60 236.3611.97 263.32 -31.90 233.1012.16 257.23 -32.20 229.6112.35 251.08 -32.50 225.9012.54 244.88 -32.80 221.9712.73 238.62 -33.10 217.8312.92 232.30 -33.40 213.4813.11 225.92 -33.70 208.9313.30 219.49 -34.00 204.1813.49 213.00 -34.30 199.2413.68 206.45 -34.60 194.1213.87 199.85 -34.90 188.8114.06 193.19 -35.20 183.3414.25 186.47 -35.51 177.6914.44 179.70 -35.81 171.8914.63 172.87 -36.11 165.9214.82 165.98 -36.41 159.8115.01 159.03 -36.71 153.5515.20 152.03 -37.01 147.1615.39 144.97 -37.31 140.6315.58 137.85 -37.61 133.9815.77 130.68 -37.91 127.2115.96 123.45 -38.21 120.3216.15 116.16 -38.51 113.3316.34 108.82 -38.81 106.2416.53 101.41 -39.11 99.0516.72 93.96 -39.41 91.77

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16.91 86.44 -39.71 84.4217.10 78.87 -40.01 76.9817.29 71.24 -40.31 69.4817.48 63.55 -40.61 61.9217.67 55.81 -40.91 54.3017.86 48.00 -41.21 46.6318.05 40.15 -41.51 38.9318.24 32.23 -41.81 31.1818.43 24.26 -42.11 23.4118.62 16.23 -42.41 15.6218.81 8.14 -42.71 7.8119.00 0.04 -43.01 0.0419.00 0.00 -43.01 0.00 43.01

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Calcul des efforts dans une poutre continue PRS

Module d'Young 21.00 10e6 t / m2 Appui de gaucheInertie 1.51E-03 m4 Appui de droite

Travées Charges ponctuelles Charges réparties CouplesLongueurs Abs. Charge Début Charge Fin Charge Abs. Moment

m m t m t / m m t / m m tm0.000 0.000 0.000 0.000

x? 2.2 m x? 10.5 m

Mt= 2.15 tm Mt= 0.00 tmT= 0.70 t T= -1.25 t

Moment max positif= 3128 kgm

Tranchant max = 1251 kg flèche non pondérée

0.8 kg/mm2 Flèche max= 1.8 mm 1/0 1.3 mm 1/0PP= 110.53 kg/m Réaction max= 1251 kg ### 15.8 Hz(G+Q)

L totale= 0.0 m

s=

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Découpage des travées #VALUE!

Abscisse Moment Tranchant Flèche Réactionm tm t mm t

0.00 0.00 1.25 0.00 1.250.10 0.12 1.23 0.060.20 0.25 1.20 0.120.30 0.36 1.18 0.180.40 0.48 1.15 0.230.50 0.59 1.13 0.290.60 0.71 1.10 0.350.70 0.81 1.08 0.410.80 0.92 1.05 0.460.90 1.02 1.03 0.521.00 1.13 1.00 0.571.10 1.23 0.98 0.631.20 1.32 0.95 0.68

1.30 1.42 0.93 0.741.40 1.51 0.90 0.79

1.50 1.60 0.88 0.84

1.60 1.68 0.85 0.89

1.70 1.77 0.83 0.94

1.80 1.85 0.80 0.99

1.90 1.93 0.78 1.042.00 2.00 0.75 1.092.10 2.08 0.73 1.132.20 2.15 0.70 1.182.30 2.22 0.68 1.222.40 2.28 0.65 1.262.50 2.35 0.63 1.302.60 2.41 0.60 1.342.70 2.47 0.58 1.382.80 2.52 0.55 1.422.90 2.58 0.53 1.453.00 2.63 0.50 1.493.10 2.68 0.48 1.523.20 2.72 0.45 1.553.30 2.77 0.43 1.583.40 2.81 0.40 1.613.50 2.85 0.38 1.633.60 2.88 0.35 1.663.70 2.92 0.33 1.683.80 2.95 0.30 1.703.90 2.98 0.28 1.72

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4.00 3.00 0.25 1.744.10 3.03 0.23 1.764.20 3.05 0.20 1.774.30 3.07 0.18 1.794.40 3.08 0.15 1.804.50 3.10 0.13 1.814.60 3.11 0.10 1.814.70 3.12 0.08 1.824.80 3.12 0.05 1.824.90 3.13 0.03 1.835.00 3.13 0.00 1.835.10 3.13 -0.03 1.835.20 3.12 -0.05 1.825.30 3.12 -0.08 1.825.40 3.11 -0.10 1.815.50 3.10 -0.13 1.815.60 3.08 -0.15 1.805.70 3.07 -0.18 1.795.80 3.05 -0.20 1.775.90 3.03 -0.23 1.766.00 3.00 -0.25 1.746.10 2.98 -0.28 1.726.20 2.95 -0.30 1.706.30 2.92 -0.33 1.686.40 2.88 -0.35 1.666.50 2.85 -0.38 1.636.60 2.81 -0.40 1.616.70 2.77 -0.43 1.586.80 2.72 -0.45 1.556.90 2.68 -0.48 1.527.00 2.63 -0.50 1.497.10 2.58 -0.53 1.457.20 2.52 -0.55 1.427.30 2.47 -0.58 1.387.40 2.41 -0.60 1.347.50 2.35 -0.63 1.307.60 2.28 -0.65 1.267.70 2.22 -0.68 1.227.80 2.15 -0.70 1.187.90 2.08 -0.73 1.138.00 2.00 -0.75 1.098.10 1.93 -0.78 1.048.20 1.85 -0.80 0.998.30 1.77 -0.83 0.948.40 1.68 -0.85 0.898.50 1.60 -0.88 0.848.60 1.51 -0.90 0.798.70 1.42 -0.93 0.748.80 1.32 -0.95 0.688.90 1.23 -0.98 0.63

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9.00 1.13 -1.00 0.579.10 1.02 -1.03 0.529.20 0.92 -1.05 0.469.30 0.81 -1.08 0.419.40 0.71 -1.10 0.359.50 0.59 -1.13 0.299.60 0.48 -1.15 0.239.70 0.36 -1.18 0.189.80 0.25 -1.20 0.129.90 0.12 -1.23 0.0610.00 0.00 -1.25 0.0010.00 0.00 -1.25 0.00 1.25

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Calcul des efforts dans une poutre continue PRS

Module d'Young 21.00 10e6 t / m2 Appui de gaucheInertie 1.51E-03 m4 Appui de droite

Travées Charges ponctuelles Charges réparties CouplesLongueurs Abs. Charge Début Charge Fin Charge Abs. Moment

m m t m t / m m t / m m tm2.500 1.250 70.000 0.000 0.000 2.500 0.000

x? 2.2 m x? 10.5 m

Mt= 10.50 tm Mt= 0.00 tmT= -35.00 t T= -35.00 t

Moment max positif= 43750 kgm

Tranchant max = 35000 kg flèche non pondérée

11.6 kg/mm2 Flèche max= 1.0 mm 1/2469 0.7 mm 1/3457PP= 110.53 kg/m Réaction max= 35000 kg ### 21.2 Hz(G+Q)

L totale= 2.5 m

s=

0.0 0.5 1.0 1.5 2.0 2.50.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

0.0

0.2

0.4

0.6

0.8

1.0

1.2

Courbe des moments / déplacements

M e

n t

m

f en m

m

G9
poids propre
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0.0 0.5 1.0 1.5 2.0 2.50.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

0.0

0.2

0.4

0.6

0.8

1.0

1.2

Courbe des moments / déplacements

M e

n t

m

f en m

m

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Découpage des travées 100

Abscisse Moment Tranchant Flèche Réactionm tm t mm t

0.00 0.00 35.00 0.00 35.000.03 0.88 35.00 0.030.05 1.75 35.00 0.060.08 2.63 35.00 0.090.10 3.50 35.00 0.120.13 4.38 35.00 0.150.15 5.25 35.00 0.180.18 6.13 35.00 0.210.20 7.00 35.00 0.240.23 7.88 35.00 0.270.25 8.75 35.00 0.300.28 9.63 35.00 0.330.30 10.50 35.00 0.36

0.33 11.38 35.00 0.390.35 12.25 35.00 0.41

0.38 13.13 35.00 0.44

0.40 14.00 35.00 0.47

0.43 14.88 35.00 0.50

0.45 15.75 35.00 0.52

0.48 16.63 35.00 0.550.50 17.50 35.00 0.580.53 18.38 35.00 0.600.55 19.25 35.00 0.630.58 20.13 35.00 0.650.60 21.00 35.00 0.670.63 21.88 35.00 0.700.65 22.75 35.00 0.720.68 23.63 35.00 0.740.70 24.50 35.00 0.760.73 25.38 35.00 0.780.75 26.25 35.00 0.800.78 27.13 35.00 0.820.80 28.00 35.00 0.840.83 28.88 35.00 0.860.85 29.75 35.00 0.870.88 30.63 35.00 0.890.90 31.50 35.00 0.900.93 32.38 35.00 0.920.95 33.25 35.00 0.93

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0.98 34.13 35.00 0.941.00 35.00 35.00 0.961.03 35.88 35.00 0.971.05 36.75 35.00 0.981.08 37.63 35.00 0.981.10 38.50 35.00 0.991.13 39.38 35.00 1.001.15 40.25 35.00 1.001.18 41.13 35.00 1.011.20 42.00 35.00 1.011.23 42.88 35.00 1.011.25 43.75 -35.00 1.011.28 42.88 -35.00 1.011.30 42.00 -35.00 1.011.33 41.13 -35.00 1.011.35 40.25 -35.00 1.001.38 39.38 -35.00 1.001.40 38.50 -35.00 0.991.43 37.63 -35.00 0.981.45 36.75 -35.00 0.981.48 35.88 -35.00 0.971.50 35.00 -35.00 0.961.53 34.13 -35.00 0.941.55 33.25 -35.00 0.931.58 32.38 -35.00 0.921.60 31.50 -35.00 0.901.63 30.63 -35.00 0.891.65 29.75 -35.00 0.871.68 28.88 -35.00 0.861.70 28.00 -35.00 0.841.73 27.13 -35.00 0.821.75 26.25 -35.00 0.801.78 25.38 -35.00 0.781.80 24.50 -35.00 0.761.83 23.63 -35.00 0.741.85 22.75 -35.00 0.721.88 21.88 -35.00 0.701.90 21.00 -35.00 0.671.93 20.13 -35.00 0.651.95 19.25 -35.00 0.631.98 18.38 -35.00 0.602.00 17.50 -35.00 0.582.03 16.63 -35.00 0.552.05 15.75 -35.00 0.522.08 14.88 -35.00 0.502.10 14.00 -35.00 0.472.13 13.13 -35.00 0.442.15 12.25 -35.00 0.412.18 11.38 -35.00 0.392.20 10.50 -35.00 0.36

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2.23 9.63 -35.00 0.332.25 8.75 -35.00 0.302.28 7.88 -35.00 0.272.30 7.00 -35.00 0.242.33 6.13 -35.00 0.212.35 5.25 -35.00 0.182.38 4.38 -35.00 0.152.40 3.50 -35.00 0.122.43 2.63 -35.00 0.092.45 1.75 -35.00 0.062.48 0.88 -35.00 0.032.50 0.00 -35.00 0.002.50 0.00 -35.00 0.00 35.00

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TOUS PRS

Page 26

pour recopier le profil cliquer sur PRS

0 tableau profil retenuht acier= 800.0

hauteur trou? ha1= 380 âme au-dessus du trouexcentricité? 0.0 mm ha2= 380 âme en-dessous du trou

Ht? 800.0 mm de1= 790pour supprimer une semelle faire b1? 200.0 mm ht= de2= 10

ei=0 avec bi<>0 e1? 20.0 mm b= dea1= 590b2? 200.0 mm ea (tw)= dea2= 210e2? 20.0 mm es (tf)= Se1= 4000ea? 8.0 mm r= Se2= 4000ha= 760.0 mm Sea1= 3040

b? e? e retenue b retenue Sea2= 3040plat rajouté sur b1 20.0 mm 200.0 mm Mst acier= 5632000plat rajouté sur b2 20.0 mm 200.0 mm A.N.E acier= 400

ht fictif= 800.00 mm 3762517333

S acier= 140.8 cm2 glissement pour 7,000 kg ? S acier= 14080Inertie= 150,972 cm4

rx= 32.7 cmWel fibre sup= 3774.3 cm3

Wel fibre inf= 3774.3 cm3 Sc= 0

40.0 cm 0.00

40.0 cm fe? 24.0 kg/mm2 Wpl= 0.00wpl= 4275.2 cm3 tranchant adm(CM66)= 94753 kg

Mrd= 102605 kgm Sc= 7040Inertie y= 2,670 cm4 Mel= 90583 kgm 96.36Iy/v1= 267.0 cm3 Wpl= 4275Iy/v2= 267.0 cm3 périmètre sans la face sup= 2184.0 mm

ry= 4.4 cm périmètre avec la face sup= 2384.0 mm hauteur sem en compression= 35.20000

J= 0.00 cm4 hauteur âme en compression= 380.00

Massivité sans la face sup= 155 m-1Md? 23000 kgm Massivité avec la face sup= 169 m-1Kd= 0.219 Massivité âme seule= 253 m-1 exposant= 2.00

Madm= 22443 kgmSection congé sup= 0

PP= 110.53 kg/m Epaisseur semelle equivalente= 0

Inertie acier/D=

semelle sup b1*e1=

semelle inf b2*e2=

A.N.E/D= Sc/D'=A.N.plastique/D=

Sc/D'=

de1

ht

e2*b2

hahaea

dea

D

D'e1*b1

F7
excentricité par rapport au cdg de l'âme seule négatif vers le bas
I16
l'épaisseur retenue tient compte des congés du profilé
G26
calculé à partir du tableau PRS
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TOUS PRS

Page 27

plat extérieurplat intérieur

2 1âme au-dessus du trou plat sup plat infâme en-dessous du trou extérieur extérieur ht fictif= 800.00 mm

extérieur intérieur ht fictif= 800.0 mmintérieur extérieur ht fictif= 800.0 mm

cas âme comprimée intérieur intérieur ht fictif= 800.0 mm

ha1 comprimé= 380ha2 comprimé= 0

ha2 comprimé réel= 0he2comprimé= 0

section comprimée= 7040

678400

96.3636364

section tendue

he1 tendue= 0.00

ha1 tendue= 0ha2 tendue= 380he2 tendue= 20

ht= 400.00de1= 400dha1= 400dha2 210de2= 10

section tendue= 704096.3636364

A.N.plastique dans e1 0.00A.N.plastique dans ha1 0.00A.N.plastique dans ha2 400A.N.plastique dans e2 0

Itf1= 49.9733613Itf2= 49.9733613Itw= 12.9706667Itr1= 1.12306422Itr2= 1.12306422

J= 0

Mt de Fc/D'=

Fc/D'=

A.N.E acier tendu/D=

Page 28: Poutre Continue

profil+plat

Page 28

0 le profil ci-dessous est celui décrit dans "TOUS PRS" dans la colonne PRSht acier= 800.0

hauteur trou= 0.0 mm ha1= 380 âme au-dessus du trouexcentricité= 0.0 mm ha2= 380 âme en-dessous du trou

Ht= 800.0 mm de1= 790b1= 200.0 mm de2= 10e1= 20.0 mm dea1= 590b2= 200.0 mm dea2= 210e2= 20.0 mm Se1= 4000ea= 8.0 mm Se2= 4000ha= 760.0 mm Sea1= 3040

Sea2= 3040Mst acier= 5632000

A.N.E acier= 4003762517333

S acier= 140.8 cm2 S acier= 14080Inertie= 150,972 cm4

rx= 32.7 cmWel fibre sup= 3774.3 cm3

Wel fibre inf= 3774.3 cm3 Sc= 0

40.0 cm 0.00

40.0 cm fe? 24.0 kg/mm2 Wpl= 0.00wpl= 4275.2 cm3 tranchant adm(CM66)= 94753 kg

Mrd= 102605 kgm Sc= 7040Inertie y= 2,670 cm4 Mel= 90583 kgm 96.36Iy/v1= 267.0 cm3 Wpl= 4275Iy/v2= 267.0 cm3 périmètre sans la face sup= 2184.0 mm

ry= 4.4 cm périmètre avec la face sup= 2384.0 mm hauteur sem en compression= 35.20000

J= 115.16 cm hauteur âme en compression= 380.00

Massivité sans la face sup= 155 m-1Md? 30000 kgm Massivité avec la face sup= 169 m-1Kd= 0.281 Massivité âme seule= 253 m-1 exposant= 2.00

Madm= 28794 kgmSection congé sup= 0

Epaisseur semelle equivalente= 0

Inertie acier/D=

A.N.E/D= Sc/D'=A.N.plastique/D=

Sc/D'=

de1

ht

e2*b2

hahaea

dea

D

D'e1*b1

Page 29: Poutre Continue

profil+plat

Page 29

âme au-dessus du trouâme en-dessous du trou

cas âme comprimée

ha1 comprimé= 380ha2 comprimé= 0

ha2 comprimé réel= 0he2comprimé= 0

section comprimée= 7040

678400

96.3636364

section tendue

he1 tendue= 0.00

ha1 tendue= 0ha2 tendue= 380he2 tendue= 20

ht= 400.00de1= 400dha1= 400dha2 210de2= 10

section tendue= 704096.3636364

A.N.plastique dans e1 0.00A.N.plastique dans ha1 0.00A.N.plastique dans ha2 400A.N.plastique dans e2 0

Itf1= 49.9733613Itf2= 49.9733613Itw= 12.9706667Itr1= 1.12306422Itr2= 1.12306422

J= 115.163518

Mt de Fc/D'=

Fc/D'=

A.N.E acier tendu/D=

Page 30: Poutre Continue

CALCUL DES TUBES entrées en mm résultats en cm

Diam? 355.60 mm TUBES CIRCULAIRESépai.? 6.00 mm

Ix Iy Ix/v Iy/v Aire rx ry10070.55 10070.55 566.40 566.40 65.90 12.36 12.36

51.40 kg/m

H? 200.00 mm 100 TUBES RECTANGULAIRES B? 200.00 mmép.? 10.00 mm

Ix Iy Ix/v Iy/v Aire rx ry4585.33 4585.33 458.53 458.53 76.00 7.77 7.77

59.28 kg/m

Page 31: Poutre Continue

35.560.6

34.36 J Z 34.96

20135.17 733.39 2020119191818

J Z6859.00 542.00

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1 2 3 4 559

Tous PRS PRS 1 0 0 0 0 0Poteaux HEA 100 21 96 100 5 8 12

P1 PRS 3 0 0 0 0 0P2 IPE 550 20 550 210 11.1 17.2 24

P3 PRS 3 0 0 0 0 0P4 PRS 3 0 0 0 0 0P5 PRS 3 0 0 0 0 0

h b a ou Vw e ou Vf rTUBE RECTTUBE ROND

PRSIPE 80 80 46 3.8 5.2 5IPE 100 100 55 4.1 5.7 7IPE 120 120 64 4.4 6.3 7IPE 140 140 73 4.7 6.9 7IPE 160 160 82 5.0 7.4 9IPE 180 180 91 5.3 8.0 9IPE 200 200 100 5.6 8.5 12IPE 220 220 110 5.9 9.2 12IPE 240 240 120 6.2 9.8 15IPE 270 270 135 6.6 10.2 15IPE 300 300 150 7.1 10.7 15IPE 330 330 160 7.5 11.5 18IPE 360 360 170 8.0 12.7 18IPE 400 400 180 8.6 13.5 21IPE 450 450 190 9.4 14.6 21IPE 500 500 200 10.2 16.0 21IPE 550 550 210 11.1 17.2 24IPE 600 600 220 12.0 19.0 24

h b a ou Vw e ou Vf rHEA 100 96 100 5.0 8.0 12HEA 120 114 120 5.0 8.0 12HEA 140 133 140 5.5 8.5 12HEA 160 152 160 6.0 9.0 15HEA 180 171 180 6.0 9.5 15HEA 200 190 200 6.5 10.0 18HEA 220 210 220 7.0 11.0 18HEA 240 230 240 7.5 12.0 21HEA 260 250 260 7.5 12.5 24HEA 280 270 280 8.0 13.0 24HEA 300 290 300 8.5 14.0 27HEA 320 310 300 9 15.5 27HEA 340 330 300 9.5 16.5 27HEA 360 350 300 10.0 17.5 27HEA 400 390 300 11.0 19.0 27HEA 450 440 300 11.5 21.0 27HEA 500 490 300 12.0 23.0 27HEA 550 540 300 12.5 24.0 27

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HEA 600 590 300 13.0 25.0 27HEA 650 640 300 13.5 26.0 27HEA 700 690 300 14.5 27.0 27HEA 800 790 300 15.0 28.0 30HEA 900 890 300 16.0 30.0 30HEA 1000 990 300 16.5 31.0 30

h b a ou Vw e ou Vf rHEB 100 100 100 6.0 10.0 12HEB 120 120 120 6.5 11.0 12HEB 140 140 140 7.0 12.0 12HEB 160 160 160 8.0 13.0 15HEB 180 180 180 8.5 14.0 15HEB 200 200 200 9.0 15.0 18HEB 220 220 220 9.5 16.0 18HEB 240 240 240 10.0 17.0 21HEB 260 260 260 10.0 17.5 24HEB 280 280 280 10.5 18.0 24HEB 300 300 300 11.0 19.0 27HEB 320 320 300 11.5 20.5 27HEB 340 340 300 12.0 21.5 27HEB 360 360 300 12.5 22.5 27HEB 400 400 300 13.5 24.0 27HEB 450 450 300 14.0 26.0 27HEB 500 500 300 14.5 28.0 27HEB 550 550 300 15.0 29.0 27HEB 600 600 300 15.5 30.0 27HEB 650 650 300 16.0 31.0 27HEB 700 700 300 17.0 32.0 27HEB 800 800 300 17.5 33.0 30HEB 900 900 300 18.5 35.0 30HEB 1000 1000 300 19.0 36.0 30

h b a ou Vw e ou Vf rHEM 100 120 106 12.0 20.0 12HEM 120 140 126 12.5 21.0 12HEM 140 160 146 13.0 22.0 12HEM 160 180 166 14.0 23.0 15HEM 180 200 186 14.5 24.0 15HEM 200 220 206 15.0 25.0 18HEM 220 240 226 15.5 26.0 18HEM 240 270 248 18.0 32.0 21HEM 260 290 268 18.0 32.5 24HEM 280 310 288 18.5 33.0 24HEM 300C 320 305 16.0 29.0 27HEM 300 340 310 21.0 39.0 27HEM 320 359 309 21.0 40 27HEM 340 377 309 21.0 40 27HEM 360 395 308 21.0 40 27HEM 400 432 307 21.0 40 27HEM 450 478 307 21.0 40 27HEM 500 524 306 21.0 40 27HEM 550 572 306 21.0 40 27HEM 600 620 305 21.0 40 27HEM 650 668 305 21.0 40 27HEM 700 716 304 21.0 40 27

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HEM 800 814 303 21.0 40 30HEM 900 910 302 21.0 40 30HEM 1000 1008 302 21.0 40 30

h b a ou Vw e ou Vf rIAO 100 100 42 4.0 6.5 0IAO 100R 100 51 13.0 6.5 0IAO 120 120 44 4.5 6.8 0IAO 120R 120 49 9.5 6.8 0IAO 140 140 47 4.5 7.5 0IAO 140R 140 52 9.5 7.5 0IAO 160 160 51 5.0 8.2 0IAO 160R 160 56 10.0 8.2 0IAO 250 250 100 10.0 12.5 0IAO 250R 250 105 15.0 12.5 0

h b a ou Vw e ou Vf rIPN 80 80 42 3.9 5.9 3.9IPN 100 100 50 4.5 6.8 4.5IPN 120 120 58 5.1 7.7 5.1IPN 140 140 66 5.7 8.6 5.7IPN 160 160 74 6.3 9.5 6.3IPN 180 180 82 6.9 10.4 6.9IPN 200 200 90 7.5 11.3 7.5IPN 220 220 98 8.1 12.2 8.1IPN 240 240 106 8.7 13.1 8.7IPN 260 260 113 9.4 14.1 9.4IPN 280 280 119 10.1 15.2 10.1IPN 300 300 125 10.8 16.2 10.8IPN 320 320 131 11.5 17.3 11.5IPN 340 340 137 12.2 18.3 12.2IPN 360 360 143 13.0 19.5 13.0IPN 380 380 149 13.7 20.5 13.7IPN 400 400 155 14.4 21.6 14.4IPN 425 425 163 15.3 23.0 15.3IPN 450 450 170 16.2 24.3 16.2IPN 475 475 178 17.1 25.6 17.1IPN 500 500 185 18.0 27.0 18.0IPN 550 550 200 19.0 30.0 19.0IPN 600 600 215 21.6 32.4 21.6

h b a ou Vw e ou Vf rIPE-A 80 78 46 3.3 4.2 5IPE-A 100 98 55 3.6 4.7 7IPE-A 120 117.6 64 3.8 5.1 7IPE-A 140 137.4 73 3.8 5.6 7IPE-A 160 157 82 4.0 5.9 9IPE-A 180 177 91 4.3 6.5 9IPE-A 200 197 100 4.5 7.0 12IPE-A 220 217 110 5.0 7.7 12IPE-A 240 237 120 5.2 8.3 15IPE-A 270 267 135 5.5 8.7 15IPE-A 300 297 150 6.1 9.2 15IPE-A 330 327 160 6.5 10 18IPE-A 360 357.6 170 6.6 11.5 18IPE-A 400 397 180 7.0 12.0 21IPE-A 450 447 190 7.6 13.1 21

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IPE-A 500 497 200 8.4 14.5 21IPE-A 550 547 237 9.0 15.7 24IPE-A 600 597 220 9.8 17.5 24

h b a ou Vw e ou Vf rIPE-R 140 142 72 5.3 7.8 7IPE-R 160 162 81 5.6 8.5 9IPE-R 180 183 89 6.4 9.5 9IPE-R 200 204 98 6.6 10.5 12IPE-R 220 225 108 6.7 11.8 12IPE-R 240 245 118 7.5 12.3 15IPE-R 270 276 133 7.7 13.1 15IPE-R 300 306 147 8.5 13.7 15IPE-R 330 336 158 9.2 14.5 18IPE-R 360 366 168 9.9 16.0 18IPE-R 400 407 178 10.6 17.0 21IPE-R 450 458 188 11.3 18.6 21IPE-R 500 508 198 12.6 20.0 21IPE-R 550 560 237 14.0 22.2 24IPE-R 600 608 218 14.0 23.0 24

h b a ou Vw e ou Vf rIPE-O 180 182 92 6.0 9.0 9IPE-O 200 202 102 6.2 9.5 12IPE-O 220 222 112 6.6 10.2 12IPE-O 240 242 122 7.0 10.8 15IPE-O 270 274 136 7.5 12.2 15IPE-O 300 304 152 8.0 12.7 15IPE-O 330 334 162 8.5 13.5 18IPE-O 360 364 172 9.2 14.7 18IPE-O 400 404 182 9.7 15.5 21IPE-O 450 456 192 11.0 17.6 21IPE-O 500 506 202 12.0 19.0 21IPE-O 550 556 212 12.7 20.2 24IPE-O 600 610 224 15.0 24.0 24

h b a ou Vw e ou Vf rHEA-A 100 91 100 4.2 5.5 12HEA-A 120 109 120 4.2 5.5 12HEA-A 140 128 140 4.3 6.0 12HEA-A 160 148 160 4.5 7.0 15HEA-A 180 167 180 5.0 7.5 15HEA-A 200 186 200 5.5 8.0 18HEA-A 220 205 220 6.0 8.5 18HEA-A 240 224 240 6.5 9.0 21HEA-A 260 244 260 6.5 9.5 24HEA-A 280 264 280 7.0 10.0 24HEA-A 300 283 300 7.5 10.5 27HEA-A 320 301 300 8 11 27HEA-A 340 320 300 8.5 11.5 27HEA-A 360 339 300 9.0 12.0 27HEA-A 400 378 300 9.5 13.0 27HEA-A 450 425 300 10.0 13.5 27HEA-A 500 472 300 10.5 14.0 27HEA-A 550 522 300 11.5 15.0 27HEA-A 600 571 300 12.0 15.5 27HEA-A 650 620 300 12.5 16.0 27

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HEA-A 700 670 300 13.0 17.0 27HEA-A 800 770 300 14.0 18.0 30HEA-A 900 870 300 15.0 20.0 30HEA-A 1000 970 300 16.0 21.0 30

h b a ou Vw e ou Vf rUAP 80 80 45 5 8 8UAP100 100 50 5.5 8.5 8.5UAP 130 130 55 6 9.5 9.5UAP 150 150 65 7 10.25 10.25UAP 175 175 70 7.5 10.75 10.75UAP 200 200 75 8 11.5 11.5UAP 220 220 80 8 12.5 12.5UAP 250 250 85 9 13.5 13.5UAP 300 300 100 9.5 16 16

h b a ou Vw e ou Vf rUPN 80 80 45 6 8 8UPN 100 100 50 6 8.5 8.5UPN 120 120 55 7 9 9UPN 140 140 60 7 10 10UPN 160 160 65 7.5 10.5 10.5UPN 180 180 70 8 11 11UPN 200 200 75 8.5 11.5 11.5UPN 220 220 80 9 12.5 12.5UPN 240 240 85 9.5 13 13UPN 260 260 90 10 14 14UPN 280 280 95 10 15 15UPN 300 300 100 10 16 16UPN 320 320 100 14 17.5 17.5UPN 350 350 100 14 16 16UPN 380 380 102 13.5 16 16UPN 400 400 110 14 18 18

h b a ou Vw e ou Vf rUPE 80 80 50 4 7 10UPE 100 100 55 4.5 7.5 10UPE 120 120 60 5 8 12UPE 140 140 65 5 9 12UPE 160 160 70 5.5 9.5 12UPE 180 180 75 5.5 10.5 12UPE 200 200 80 6 11 13UPE 220 220 85 6.5 12 13UPE 240 240 90 7 12.5 15UPE 270 270 95 7.5 13.5 15UPE 300 300 100 9.5 15 15UPE 330 330 105 11 16 18UPE 360 360 110 12 17 18UPE400 400 115 13.5 18 18

PRS

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6 7 8 9 10 11 12

0 0 0 0 0 0 056 16.67034366 21.23610658 349.2251406 72.75523763 83.01309842 4.055228237

0 0 0 0 0 0 0467.6 105.5165807 134.4160263 67116.51704 2440.60062 2787.005611 22.34545382

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

A

59.6 6.0 7.6 80 20.0 23.2 3.2474.6 8.1 10.3 171 34.2 39.4 4.0793.4 10.4 13.2 318 53.0 60.7 4.90

112.2 12.9 16.4 541 77.3 88.3 5.74127.2 15.8 20.1 869 108.7 123.9 6.58146 18.8 23.9 1317 146.3 166.4 7.42159 22.4 28.5 1943 194.3 220.6 8.26

177.6 26.2 33.4 2772 252.0 285.4 9.11190.4 30.7 39.1 3892 324.3 366.6 9.97219.6 36.1 45.9 5790 428.9 484.0 11.23248.6 42.2 53.8 8356 557.1 628.4 12.46271 49.1 62.6 11767 713.1 804.3 13.71

298.6 57.1 72.7 16266 903.6 1019.1 14.95331 66.3 84.5 23128 1156.4 1307.1 16.55

378.8 77.6 98.8 33743 1499.7 1701.8 18.48426 90.7 115.5 48199 1927.9 2194.1 20.43

467.6 105.5 134.4 67117 2440.6 2787.0 22.35514 122.4 156.0 92083 3069.4 3512.4 24.30

A56 16.7 21.2 349 72.8 83.0 4.0674 19.9 25.3 606 106.3 119.5 4.8992 24.7 31.4 1033 155.4 173.5 5.73

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13 14 15 16 17 18 19

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Ym3.173.383.56

4.14.324.534.945.046.17

Ym2.672.933.033.373.563.753.94

4.24.394.665.025.414.824.454.585.11

Ym3.713.934.124.544.765.195.41

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