Rothoblaas - Plates and Connectors Page 139
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CODES AND DIMENSIONS NEO 10 AND NEO 20 CODE description s B L [mm] [mm] [mm] stripe stripe stripe stripe sheet sheet NEO101280 NEO101680 NEO202080 NEO202480 NEO10PAL NEO20PAL weight pcs [kg] L 10 10 20 20 10 20 120 160 200 240 1200 1200 800 800 800 800 800 800 1,46 1,95 4,86 5,84 14,6 29,2 1 1 1 1 1 1 s B L weight pcs B B L NEO 10 CE CODE description [mm] [mm] [mm] stripe stripe 10 10 160 200 800 800 1,60 2,00 1 1 description s B L weight pcs NEO101680CE NEO102080CE L [kg] B NEO 20 CE CODE [mm] [mm] [mm] stripe stripe NEO202080CE NEO202480CE 20 20 200 240 800 800 L [kg] 4,00 4,80 1 1 B TECHNICAL SPECIFICATIONS NEO Characteristics values g/cm3 Density 1,25 NEO CE Characteristics regulations values g/cm3 Density - Shear modulus G EN 1337-3 p. 4.3.1.1 MPa printed specimen specimen from a support printed specimen specimen from a support 1,25 0,9 ≥ 16 Tensile strength - ISO 37 type 2 MPa Minimum elongation at failure - ISO 37 type 2 Minimum strength to laceration 24 h; 70 °C ISO 34-1 method A kN/m ≥8 Residual deformation after compression spacer 9,38 - 25 % ISO 815 / 24 h 70 °C % ≤ 30 Resistance to ozone elongation: 30 % - 96 h; 40 °C ± 2 °C; 25 pphm ISO 1431-1 visual Accelerated ageing (minimum variation of the non-aged value) ISO 188 - no visible cracks - 5 + 10 Hardness 7 d, 70 °C ISO 48 IRHD 60 ± 5 Tensile strength 7 d, 70 °C ISO 37 type 2 % ± 15 Elongation at failure 7 d, 70 °C ISO 37 type 2 % ± 25 ≤ 14 425 % 375 COMPRESSION STRENGTH: • The characteristic compressive strength Rk for simple bearing supports is calculated according to EN 1337-3� Rk = min 1,4 G A2 lp 1,8t • The design values are obtained from the characteristic values as follows: Rd=Rk / γ M The coefficient γ M should be taken according to the current regulations used for the calculation� ;7 A G with plate A=area, lp= perimeter and t=thickness� CONCEALED BEAM JOINTS | NEO | 139
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