Valeurs caractéristiques

Les caissons LIGNATUR disposent du marquage CE et sont dimensionnés à partir de l’Agrément Technique Européen ETA-11 / 0137, des Euronorms et des normes nationales. La vérification des caissons, comme poutres sur deux appuis ou à travées multiples, se limite aux calculs des moments, du cisaillement et des déformations. Consultez les tableaux suivants pour obtenir les caractéristiques des caissons.

Valeurs caractéristiques du caisson multiple REI30

Hauteur LIGNATUR-caisson multiple:

A_n = 70`990 mm²/m¹
I_y= 130.3 mm⁴/m¹ * 10⁶
g = 33 kg/m²

R_v,z,k = 28 kN/m¹
R_m,y,k = 52.1 kNm/m¹

R_v,z,d,SIA = 21 kN/m¹
R_m,y,d,SIA = 30.4 kNm/m¹

A_n = 74`090 mm²/m¹
I_y= 195.3 mm⁴/m¹ * 10⁶
g = 35 kg/m²

R_v,z,k = 33 kN/m¹
R_m,y,k = 66.9 kNm/m¹

R_v,z,d,SIA = 25 kN/m¹
R_m,y,d,SIA = 39.1 kNm/m¹

A_n = 77`190 mm²/m¹
I_y= 275.1 mm⁴/m¹ * 10⁶
g = 36 kg/m²

R_v,z,k = 39 kN/m¹
R_m,y,k = 82.5 kNm/m¹

R_v,z,d,SIA = 29 kN/m¹
R_m,y,d,SIA = 48.1 kNm/m¹

A_n = 80`290 mm²/m¹
I_y= 370.3 mm⁴/m¹ * 10⁶
g = 38 kg/m²

R_v,z,k = 45 kN/m¹
R_m,y,k = 98.7 kNm/m¹

R_v,z,d,SIA = 33 kN/m¹
R_m,y,d,SIA = 57.6 kNm/m¹

A_n = 83`390 mm²/m¹
I_y= 481.6 mm⁴/m¹ * 10⁶
g = 39 kg/m²

R_v,z,k = 50 kN/m¹
R_m,y,k = 115.6 kNm/m¹

R_v,z,d,SIA = 37 kN/m¹
R_m,y,d,SIA = 67.4 kNm/m¹

A_n = 86`490 mm²/m¹
I_y= 609.6 mm⁴/m¹ * 10⁶
g = 41 kg/m²

R_v,z,k = 55 kN/m¹
R_m,y,k = 133.0 kNm/m¹

R_v,z,d,SIA = 42 kN/m¹
R_m,y,d,SIA = 77.6 kNm/m¹

A_n = 89`590 mm²/m¹
I_y= 754.9 mm⁴/m¹ * 10⁶
g = 42 kg/m²

R_v,z,k = 61 kN/m¹
R_m,y,k = 151.0 kNm/m¹

R_v,z,d,SIA = 46 kN/m¹
R_m,y,d,SIA = 88.1 kNm/m¹

A_n = 95`790 mm²/m¹
I_y= 1`099.8 mm⁴/m¹ * 10⁶
g = 45 kg/m²

R_v,z,k = 71 kN/m¹
R_m,y,k = 188.5 kNm/m¹

R_v,z,d,SIA = 53 kN/m¹
R_m,y,d,SIA = 110.0 kNm/m¹

A_n = 101`990 mm²/m¹
I_y= 1`521.4 mm⁴/m¹ * 10⁶
g = 48 kg/m²

R_v,z,k = 82 kN/m¹
R_m,y,k = 228.2 kNm/m¹

R_v,z,d,SIA = 61 kN/m¹
R_m,y,d,SIA = 133.1 kNm/m¹

A_n = 123`400 mm²/m¹
I_y= 2`324.2 mm⁴/m¹ * 10⁶
g = 58 kg/m²

R_v,z,k = 92 kN/m¹
R_m,y,k = 312.3 kNm/m¹

R_v,z,d,SIA = 69 kN/m¹
R_m,y,d,SIA = 182.2 kNm/m¹

A_n = 140`585 mm²/m¹
I_y= 2`621.4 mm⁴/m¹ * 10⁶
g = 66 kg/m²

R_v,z,k = 100 kN/m¹
R_m,y,k = 310.1 kNm/m¹

R_v,z,d,SIA = 75 kN/m¹
R_m,y,d,SIA = 180.9 kNm/m¹

A_n = 146`785 mm²/m¹
I_y= 3`302.7 mm⁴/m¹ * 10⁶
g = 69 kg/m²

R_v,z,k = 110 kN/m¹
R_m,y,k = 355.8 kNm/m¹

R_v,z,d,SIA = 83 kN/m¹
R_m,y,d,SIA = 207.6 kNm/m¹

A_n = 152`985 mm²/m¹
I_y= 4`080.5 mm⁴/m¹ * 10⁶
g = 72 kg/m²

R_v,z,k = 120 kN/m¹
R_m,y,k = 403.6 kNm/m¹

R_v,z,d,SIA = 90 kN/m¹
R_m,y,d,SIA = 235.4 kNm/m¹

Valeurs caractéristiques du caisson multiple REI60

Hauteur LIGNATUR-caisson multiple:

A_n = 105`075 mm²/m¹
I_y= 299.2 mm⁴/m¹ * 10⁶
g = 49 kg/m²

R_v,z,k = 37 kN/m¹
R_m,y,k = 81.0 kNm/m¹

R_v,z,d,SIA = 28 kN/m¹
R_m,y,d,SIA = 47.3 kNm/m¹

A_n = 108`175 mm²/m¹
I_y= 410.2 mm⁴/m¹ * 10⁶
g = 51 kg/m²

R_v,z,k = 42 kN/m¹
R_m,y,k = 97.5 kNm/m¹

R_v,z,d,SIA = 31 kN/m¹
R_m,y,d,SIA = 56.9 kNm/m¹

A_n = 111`275 mm²/m¹
I_y= 541.7 mm⁴/m¹ * 10⁶
g = 52 kg/m²

R_v,z,k = 47 kN/m¹
R_m,y,k = 114.9 kNm/m¹

R_v,z,d,SIA = 35 kN/m¹
R_m,y,d,SIA = 67.0 kNm/m¹

A_n = 114`375 mm²/m¹
I_y= 694.5 mm⁴/m¹ * 10⁶
g = 54 kg/m²

R_v,z,k = 53 kN/m¹
R_m,y,k = 133.1 kNm/m¹

R_v,z,d,SIA = 39 kN/m¹
R_m,y,d,SIA = 77.6 kNm/m¹

A_n = 117`475 mm²/m¹
I_y= 869.2 mm⁴/m¹ * 10⁶
g = 55 kg/m²

R_v,z,k = 58 kN/m¹
R_m,y,k = 152.0 kNm/m¹

R_v,z,d,SIA = 43 kN/m¹
R_m,y,d,SIA = 88.7 kNm/m¹

A_n = 123`675 mm²/m¹
I_y= 1`287.1 mm⁴/m¹ * 10⁶
g = 58 kg/m²

R_v,z,k = 69 kN/m¹
R_m,y,k = 192.0 kNm/m¹

R_v,z,d,SIA = 51 kN/m¹
R_m,y,d,SIA = 112.0 kNm/m¹

A_n = 129`875 mm²/m¹
I_y= 1`801.0 mm⁴/m¹ * 10⁶
g = 61 kg/m²

R_v,z,k = 79 kN/m¹
R_m,y,k = 234.7 kNm/m¹

R_v,z,d,SIA = 59 kN/m¹
R_m,y,d,SIA = 136.9 kNm/m¹

A_n = 158`890 mm²/m¹
I_y= 2`737.7 mm⁴/m¹ * 10⁶
g = 75 kg/m²

R_v,z,k = 88 kN/m¹
R_m,y,k = 318.1 kNm/m¹

R_v,z,d,SIA = 66 kN/m¹
R_m,y,d,SIA = 185.5 kNm/m¹

A_n = 168`470 mm²/m¹
I_y= 3`144.8 mm⁴/m¹ * 10⁶
g = 79 kg/m²

R_v,z,k = 99 kN/m¹
R_m,y,k = 331.5 kNm/m¹

R_v,z,d,SIA = 74 kN/m¹
R_m,y,d,SIA = 193.4 kNm/m¹

A_n = 174`670 mm²/m¹
I_y= 3`980.4 mm⁴/m¹ * 10⁶
g = 82 kg/m²

R_v,z,k = 109 kN/m¹
R_m,y,k = 382.3 kNm/m¹

R_v,z,d,SIA = 82 kN/m¹
R_m,y,d,SIA = 223.0 kNm/m¹

A_n = 180`870 mm²/m¹
I_y= 4`933.1 mm⁴/m¹ * 10⁶
g = 85 kg/m²

R_v,z,k = 119 kN/m¹
R_m,y,k = 435.4 kNm/m¹

R_v,z,d,SIA = 89 kN/m¹
R_m,y,d,SIA = 254.0 kNm/m¹

Valeurs caractéristiques du caisson multiple REI90

Hauteur LIGNATUR-caisson multiple:

A_n = 134`090 mm²/m¹
I_y= 589.9 mm⁴/m¹ * 10⁶
g = 63 kg/m²

R_v,z,k = 46 kN/m¹
R_m,y,k = 128.3 kNm/m¹

R_v,z,d,SIA = 34 kN/m¹
R_m,y,d,SIA = 74.9 kNm/m¹

A_n = 137`190 mm²/m¹
I_y= 762.5 mm⁴/m¹ * 10⁶
g = 64 kg/m²

R_v,z,k = 51 kN/m¹
R_m,y,k = 149.2 kNm/m¹

R_v,z,d,SIA = 38 kN/m¹
R_m,y,d,SIA = 87.0 kNm/m¹

A_n = 140`290 mm²/m¹
I_y= 961.1 mm⁴/m¹ * 10⁶
g = 66 kg/m²

R_v,z,k = 56 kN/m¹
R_m,y,k = 171.0 kNm/m¹

R_v,z,d,SIA = 42 kN/m¹
R_m,y,d,SIA = 99.7 kNm/m¹

A_n = 146`490 mm²/m¹
I_y= 1`439.0 mm⁴/m¹ * 10⁶
g = 69 kg/m²

R_v,z,k = 67 kN/m¹
R_m,y,k = 217.0 kNm/m¹

R_v,z,d,SIA = 50 kN/m¹
R_m,y,d,SIA = 126.6 kNm/m¹

A_n = 152`690 mm²/m¹
I_y= 2`029.4 mm⁴/m¹ * 10⁶
g = 72 kg/m²

R_v,z,k = 78 kN/m¹
R_m,y,k = 266.1 kNm/m¹

R_v,z,d,SIA = 58 kN/m¹
R_m,y,d,SIA = 155.2 kNm/m¹

A_n = 158`890 mm²/m¹
I_y= 2`737.7 mm⁴/m¹ * 10⁶
g = 75 kg/m²

R_v,z,k = 88 kN/m¹
R_m,y,k = 318.1 kNm/m¹

R_v,z,d,SIA = 66 kN/m¹
R_m,y,d,SIA = 185.5 kNm/m¹

A_n = 198`890 mm²/m¹
I_y= 3`576.7 mm⁴/m¹ * 10⁶
g = 93 kg/m²

R_v,z,k = 97 kN/m¹
R_m,y,k = 376.2 kNm/m¹

R_v,z,d,SIA = 73 kN/m¹
R_m,y,d,SIA = 219.4 kNm/m¹

A_n = 205`090 mm²/m¹
I_y= 4`539.1 mm⁴/m¹ * 10⁶
g = 96 kg/m²

R_v,z,k = 108 kN/m¹
R_m,y,k = 434.3 kNm/m¹

R_v,z,d,SIA = 81 kN/m¹
R_m,y,d,SIA = 253.4 kNm/m¹

A_n = 211`290 mm²/m¹
I_y= 5`635.9 mm⁴/m¹ * 10⁶
g = 99 kg/m²

R_v,z,k = 118 kN/m¹
R_m,y,k = 495.0 kNm/m¹

R_v,z,d,SIA = 88 kN/m¹
R_m,y,d,SIA = 288.7 kNm/m¹

Valeurs caractéristiques du caisson madrier REI30

Hauteur LIGNATUR-caisson madrier:

A_n = 80`560 mm²/m¹
I_y= 132.9 mm⁴/m¹ * 10⁶
g = 38 kg/m²

R_v,z,k = 56 kN/m¹
R_m,y,k = 53.2 kNm/m¹

R_v,z,d,SIA = 42 kN/m¹
R_m,y,d,SIA = 31 kNm/m¹

A_n = 86`960 mm²/m¹
I_y= 201.8 mm⁴/m¹ * 10⁶
g = 41 kg/m²

R_v,z,k = 67 kN/m¹
R_m,y,k = 69.2 kNm/m¹

R_v,z,d,SIA = 50 kN/m¹
R_m,y,d,SIA = 40.4 kNm/m¹

A_n = 93`360 mm²/m¹
I_y= 288 mm⁴/m¹ * 10⁶
g = 44 kg/m²

R_v,z,k = 77 kN/m¹
R_m,y,k = 86.4 kNm/m¹

R_v,z,d,SIA = 58 kN/m¹
R_m,y,d,SIA = 50.4 kNm/m¹

A_n = 99`760 mm²/m¹
I_y= 392.9 mm⁴/m¹ * 10⁶
g = 47 kg/m²

R_v,z,k = 88 kN/m¹
R_m,y,k = 104.8 kNm/m¹

R_v,z,d,SIA = 66 kN/m¹
R_m,y,d,SIA = 61.1 kNm/m¹

A_n = 106`160 mm²/m¹
I_y= 517.7 mm⁴/m¹ * 10⁶
g = 50 kg/m²

R_v,z,k = 98 kN/m¹
R_m,y,k = 124.3 kNm/m¹

R_v,z,d,SIA = 73 kN/m¹
R_m,y,d,SIA = 72.5 kNm/m¹

A_n = 112`560 mm²/m¹
I_y= 663.8 mm⁴/m¹ * 10⁶
g = 53 kg/m²

R_v,z,k = 108 kN/m¹
R_m,y,k = 144.8 kNm/m¹

R_v,z,d,SIA = 81 kN/m¹
R_m,y,d,SIA = 84.5 kNm/m¹

A_n = 118`960 mm²/m¹
I_y= 832.4 mm⁴/m¹ * 10⁶
g = 56 kg/m²

R_v,z,k = 118 kN/m¹
R_m,y,k = 166.5 kNm/m¹

R_v,z,d,SIA = 89 kN/m¹
R_m,y,d,SIA = 97.1 kNm/m¹

A_n = 125`360 mm²/m¹
I_y= 1`024.8 mm⁴/m¹ * 10⁶
g = 59 kg/m²

R_v,z,k = 128 kN/m¹
R_m,y,k = 189.2 kNm/m¹

R_v,z,d,SIA = 96 kN/m¹
R_m,y,d,SIA = 110.4 kNm/m¹

A_n = 131`760 mm²/m¹
I_y= 1`242.3 mm⁴/m¹ * 10⁶
g = 62 kg/m²

R_v,z,k = 138 kN/m¹
R_m,y,k = 213 kNm/m¹

R_v,z,d,SIA = 104 kN/m¹
R_m,y,d,SIA = 124.2 kNm/m¹

Valeurs caractéristiques du caisson madrier REI60

Hauteur LIGNATUR-caisson madrier:

A_n = 115`800 mm²/m¹
I_y= 309.1 mm⁴/m¹ * 10⁶
g = 54 kg/m²

R_v,z,k = 74 kN/m¹
R_m,y,k = 86 kNm/m¹

R_v,z,d,SIA = 55 kN/m¹
R_m,y,d,SIA = 50.2 kNm/m¹

A_n = 122`200 mm²/m¹
I_y= 428 mm⁴/m¹ * 10⁶
g = 57 kg/m²

R_v,z,k = 84 kN/m¹
R_m,y,k = 105 kNm/m¹

R_v,z,d,SIA = 63 kN/m¹
R_m,y,d,SIA = 61.3 kNm/m¹

A_n = 128`600 mm²/m¹
I_y= 570.8 mm⁴/m¹ * 10⁶
g = 60 kg/m²

R_v,z,k = 94 kN/m¹
R_m,y,k = 125.5 kNm/m¹

R_v,z,d,SIA = 71 kN/m¹
R_m,y,d,SIA = 73.2 kNm/m¹

A_n = 135`00 mm²/m¹
I_y= 738.9 mm⁴/m¹ * 10⁶
g = 63 kg/m²

R_v,z,k = 104 kN/m¹
R_m,y,k = 147.3 kNm/m¹

R_v,z,d,SIA = 78 kN/m¹
R_m,y,d,SIA = 85.9 kNm/m¹

A_n = 141`400 mm²/m¹
I_y= 933.7 mm⁴/m¹ * 10⁶
g = 66 kg/m²

R_v,z,k = 115 kN/m¹
R_m,y,k = 170.4 kNm/m¹

R_v,z,d,SIA = 86 kN/m¹
R_m,y,d,SIA = 99.4 kNm/m¹

A_n = 147`800 mm²/m¹
I_y= 1`156.4 mm⁴/m¹ * 10⁶
g = 69 kg/m²

R_v,z,k = 125 kN/m¹
R_m,y,k = 194.7 kNm/m¹

R_v,z,d,SIA = 94 kN/m¹
R_m,y,d,SIA = 113.6 kNm/m¹

A_n = 154`200 mm²/m¹
I_y= 1`408.4 mm⁴/m¹ * 10⁶
g = 72 kg/m²

R_v,z,k = 135 kN/m¹
R_m,y,k = 220.3 kNm/m¹

R_v,z,d,SIA = 101 kN/m¹
R_m,y,d,SIA = 128.5 kNm/m¹

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