Rothoblaas - X-RAD Page 54
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X-ONE X-PLATE X-SEAL DESIGN RESISTANCES - X-ONE / X-PLATE GROUND ATTACHMENT FXPLATE α α = 0° α = 0° α FXONE X-PLATE BMINI / BMINIL / BMINIR STRESS F Rd XONE Rd,XONE [kN] 89.3 112.8 89.3 77.6 140.4 α [°] 0° 45° 90° 135° 180° Rd XPLATE BMINI UNCRACKED CONCRETE chemical anchor No. - Ø x L [mm] 6 - M20 x 250 cl. 8.8 hef = 200 mm Rd,XPLATE [kN] 132.4 140.8 131.1 109.1 142.5 Rd XPLATE BMINIL / BMINIR CRACKED CONCRETE chemical anchor No. - Ø x L [mm] 6 - M20 x 250 cl. 8.8 hef = 200 mm UNCRACKED CONCRETE Rd,XPLATE [kN] 132.4 116.0 114.0 109.1 142.5 chemical anchor No. - Ø x L [mm] 3 - M20 x 250 cl. 8.8 hef = 200 mm CRACKED CONCRETE Rd,XPLATE [kN] 123.0 65.8 51.5 62.9 116.0 chemical anchor No. - Ø x L [mm] 3 - M20 x 400 cl. 8.8 hef = 350 mm Rd,XPLATE [kN] 123.0 73.5 60.0 71.4 122,0 X-PLATE BMAXI / BMAXIL / BMAXIR STRESS F Rd XONE Rd,XONE [kN] 89.3 112.8 89.3 77.6 140.4 α [°] 0° 45° 90° 135° 180° Rd XPLATE BMAXI UNCRACKED CONCRETE chemical anchor No. - Ø x L [mm] 6 - M20 x 250 cl. 8.8 hef = 200 mm Rd,XPLATE [kN] 132.4 140.8 131.1 109.1 142.5 Rd XPLATE BMAXIL / BMAXIR CRACKED CONCRETE chemical anchor No. - Ø x L [mm] 6 - M20 x 250 cl. 8.8 hef = 200 mm UNCRACKED CONCRETE Rd,XPLATE [kN] 132.4 114.6 116.0 109.1 142.5 chemical anchor No. - Ø x L [mm] 3 - M20 x 250 cl. 8.8 hef = 200 mm CRACKED CONCRETE Rd,XPLATE [kN] 96.0 67.9 54.0 60.8 94.0 chemical anchor No. - Ø x L [mm] 3 - M20 x 400 cl. 8.8 hef = 350 mm Rd,XPLATE [kN] 96.0 75.2 59.0 65.1 96.0 ANCHOR INSTALLATION PARAMETERS Tinst hef L hmin ANCHOR TYPE type d x L [mm] vinyl ester chemical M20 x 250 code 521431 M20 x 400 rod code steel strength grade MGS12088 (1) 8.8 d0 [mm] 24 24 hef [mm] 200 350 hmin [mm] 250 400 Tinst [Nm] 120 120 resin quantity [ml/rod] 60 100 (1) Rods 1000 mm long to be cut to size and used with a MUT nut and ULS washer (page 43). d d0 GENERAL PRINCIPLES: • The design values are in compliance with EN 1995:2014 in compliance with ETA-15/0632, in compliance with EN1993-1-8 and in compliance with the product certificates. • The total resistance of the connection is obtained as follows: 52 X-PLATE • During calculation a C24 strength class for the CLT panel plates and a C25/30 strength class for the concrete were considered. There must be no annular space between the holes in the plate and the anchor (holes filled). • Dimensioning and verification of the wooden and concrete elements must be done separately. • Concrete strength values are valid for the calculation assumptions defined in the table; conditions with different contour conditions (e.g. minimum distances from the edges) must be checked.
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