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Valori caratteristici elemento di superficie REI30

Altezza LIGNATUR-elemento di superficie:

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

Valori caratteristici elemento di superficie REI60

Altezza LIGNATUR-elemento di superficie:

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

Valori caratteristici elemento di superficie REI90

Altezza LIGNATUR-elemento di superficie:

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

Valori caratteristici elemento scatolare REI30

Altezza LIGNATUR-elemento scatolare:

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

Valori caratteristici elemento scatolare REI60

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

Panoramica delle formule

panoramica_delle_formule.pdf

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