Perverse Zuba Cepi

versnelling

DIN P b d2 L h1 h2 Toonaangevend Aantal tegels FB kg / m
mm mm mm mm mm mm Gids formulier Aantal platen kN
CL06 9.525 13.5 3.95 20.0 5.3 10.0 Buiten 9 10.0 0.60
16.5 23.0 Buiten 11 12.5 0.73
19.5 26.0 Buiten 13 15.0 0.85
22.5 29.0 Buiten 15 17.5 1.00
28.5 35.0 Binnenkant 19 22.5 1.26
CL08 12.7 19.5 5.08 26.0 7.0 13.4 Buiten 13 23.4 1.15
22.5 29.0 Buiten 15 27.4 1.33
25.5 32.0 Buiten 17 31.3 1.50
28.5 35.0 Binnenkant 19 35.2 1.68
34.5 41.0 Binnenkant 23 43.0 2.04
40.5 47.0 Binnenkant 27 50.8 2.39
46.5 53.0 Binnenkant 31 58.6 2.74
52.5 59.0 Binnenkant 35 66.4 3.10
CL10 15.875 30.0 5.92 38.2 8.7 16.7 Binnenkant 15 45.6 2.21
38.0 46.2 Binnenkant 19 58.6 2.80
46.0 54.2 Binnenkant 23 71.7 3.39
54.0 62.4 Binnenkant 27 84.7 3.99
62.0 70.4 Binnenkant 31 97.7 4.58
CL12 19.05 38.0 6.9 46.5 10.5 20.0 Binnenkant 19 70.0 3.37
46.0 54.5 Binnenkant 23 86.0 4.08
54.0 62.8 Binnenkant 27 102.0 4.78
62.0 70.8 Binnenkant 31 117.0 5.50
70.0 78.8 Binnenkant 35 133.0 6.20
CL16 25.4 45.0 8.9 53.5 14.0 26.7 Binnenkant 15 111.0 5.31
51.0 59.5 Binnenkant 17 125.0 6.02
57.0 65.5 Binnenkant 19 141.0 6.37
69.0 77.7 Binnenkant 23 172.0 8.15
81.0 89.7 Binnenkant 27 203.0 9.57
93.0 101.7 Binnenkant 31 235.0 10.98
CL20 31.75 57.0 10.84 69.6 17.5 33.4 Binnenkant 19 165.0 8.42
69.0 81.6 Binnenkant 23 201.0 10.19
81.0 93.6 Binnenkant 27 237.0 11.96
93.0 105.6 Binnenkant 31 273.0 13.73
105.0 117.6 Binnenkant 35 310.0 15.50
117.0 129.6 Binnenkant 39 346.0 17.27