Fixfast Selector Guide

Fixfast Selector Guide

Booth Muirie Selector Guide Booth Muirie Application Fastener Fixing To Product Code Illustration Purlin 1.6-2.0mm DF3-SS-5.5 x 25 fasteners Concrete BAZ-A4 2.5N/mm2 aircrete blocks RAST-A4 anchor system 7.5N/mm2 lightweight concrete blocks BML 100 BML 120 BML 200 BML 400 BML 60 Solid brickwork Perforated brickwork Timber - 35mm embedment DFT-SS-6.0 fasteners Hollow block Dense natural stone BML aluminium rails BML aluminium brackets Rainspan panel 0.7mm outer skin DF3-SS-4.8 x 25 fasteners DF2-SS-LS-A15-6.3 x 25 BML 60 BML aluminium rails DF3-SS-5.5 x 25 fasteners BML 100 BML 200 BML 400 BML 120 BML aluminium rails DF3-SS-PL-A10-5.5 x 25 lacquered fasteners BML 120 BML Rails DF3-SS-P-5.5 x 25 2

Application Fastener Fixing To Product Code Illustration Dense cement board 6-12mm Purlin 1.6-2.0mm DF3-SS-W-4.8 x 38 Dense cement board 12-35mm Purlin 1.6-2.0mm DF3-SS-W-5.5 x 60 Phenolic insulation - 80mm Through 12mm cement board into purlin DF3-SS-HT-5.5 x 130 fasteners with SP-SS-70-D4 washer Phenolic insulation - 100mm Through 12mm cement board into purlin DF3-SS-HT-5.5 x 150 fasteners with SP-SS-70-D4 washer Phenolic insulation - 80-100mm 12mm cement board BS-A4-4.8 x 120 fasteners with SP-SS-70-D4 washer Rockwool insulation - 150-200mm Through 12mm cement board into purlin DF3-SS-HT-5.5 x 225 fasteners with SP-SS-70-D4 washer Rockwool insulation - 150-200mm 12mm cement board DF3-SS-HT-5.5 x 225 fasteners with SP-SS-70-D4 washer Insulation 60-90mm DHM-90-A2 insulation support with DTM-80-A2 washer Insulation 90-120mm DHM-120-A2 insulation support with DTM-80-A2 washer Insulation 120-150mm DHM-150-A2 insulation support with DTM-80-A2 washer Insulation 150-175mm SF-RS-6.1 x 200 fasteners with SP-SS-70-D4 washer Insulation 175-200mm SF-RS-6.1 x 225 fasteners with SP-SS-70-D4 washer www.boothmuirie.co.uk 3

Booth Muirie Selector Guide Loading data tables DF3-SS-5.5 Range Material Coating 1.4301 stainless steel (304M), with steel case hardened welded point Organic Drilling capacity Pull-out values (axial load resistance) 1.2mm 3.0mm steel Substrate 1.2mm steel 2.0mm steel 3.0mm steel Softwood 35mm embedment Characteristic Value 1.30 kn 2.62 kn 4.76 kn 3.57 kn DFT-SS-6.0 Range Material Coating 1.4301 stainless steel (304M) Organic Drilling capacity Pull-out values (axial load resistance) 0.7mm 1.2mm steel Substrate TBC Characteristic Value TBC SF-RS-6.1 Range Material Coating Carbon steel case hardened Organic Drilling capacity Pull-out values (axial load resistance) 0.7mm 2.0mm steel Substrate 0.7mm steel 18mm plywood Concrete C25/30 Concrete C32/40 Characteristic Value 1.16 kn 2.07 kn 1.98 kn 2.24 kn 4

Load values - BAZ BAZ size M8 M10 M12 BAZ type Permissible tension loads 1), 2) BAZ z.p BAZ HD BAZ A4 BAZ HCR BAZ z.p BAZ HD BAZ A4 BAZ HCR BAZ z.p BAZ HD BAZ A4 BAZ HCR Cracked concrete C20/25 3) N per 2.0 2.0 3.6 3.6 4.8 4.8 Non cracked concrete C20/25 3) N per 3.6 3.6 6.3 6.3 7.9 7.9 Permissible shear loads 1), 2) Cracked and non-cracked concrete C20/25 V per 4.8 5.2 8.6 8.1 11.0 11.9 Permissible bending moment M per 10.0 10.5 22.9 21.4 34.3 37.6 1) For further information please refer to the ETA approval 2) Load figures include the resistances partial safety factors as per approvals and a partial safety factor on the action of YF =1.4. Load figures apply for a rebar spacing S 15cm or alternatively for a rebar spacing S 10cm in combination with a rebar diameter of ds 10mm. 3) For higher concrete strengths the values increase up to 28%. Type Concrete C16/20 N per MZ 10 Solid brick MZ 20 Solid sand-lime brick KS 10 KS 20 Hollow brick HLz 12 Hollow sandlime brick KSL 12 P2 Aerated concrete P4-10 1.59 0.57 0.86 0.57 0.86 0.21 0.26 0.14 0.43 0.71 P6 / N per = Permissible loads according to ETA approval. Values apply to an average temperature range in the wall of max. + 24 C (temorarily + 40 C). If the sustained average temperature is max. + 50 C (temporarily + 80 C) load capacities are reduced. On this point, refer to the approval. For further information regarding masonry (brick types and sizes) please refer to the approval. www.boothmuirie.co.uk 5

Booth Muirie Selector Guide Loading data tables RAST system into concrete Permissable loads in in non-cracked concrete C20/25 for single anchor without influence of spacing and edge distance, installation parameters and unit dimensions. Total safety factors as per ETAG 001 included ( ym and yf ). See approval ETA-10/0134 for design and calculations. Anchor rods RESI AST, VA AST M8 M10 M12 M16 M20 M24 M30 Drill hole Ø d 0 [mm] 10 12 14 18 24 28 35 Embedment depth h ef,min /h ef,stand /h ef,max [mm] 60/80/160 60/90/200 70/110/240 80/125/320 90/170/400 96/210/480 120/280/600 Tension Load 1)2) (24 C / 40 C) 3) Stainless steel A4 N per [kn 7.2/9.6/9.9 9.0/13.5/15.7 11.7/19.7/22.5 14.3/28.0/42.0 17.1/44.4/65.3 18.8/61.0/94.3 26.3/70.2/70.2 Tension Load 1)2) (50 C / 80 C) 3) Stainless steel A4 N per 5.4/7.2/9.9 6.7/10.1/15.7 9.4/14.8/22.5 14.3/22.4/42.0 17.1/38.1/65.3 18.8/53.4/94.3 26.3/68.1/70.2 Shear Load 1) (24 C / 40 C, 50 C / 80 C) 3) Stainless steel A4 6.0/6.0/6.0 7.2/9.4/9.4 9.4/13.5/13.5 11.9/23.3/25.2 14.7/37.9/39.1 16.6/50.4/56.5 24.0/42.2/42.2 Bending moment (Stainless steel A4) M per [Nm] 11.9 23.8 42.1 106.2 207.9 359.0 337.6 1) Values are valid for h ef, min / h ef, stand / h ef, max 2) Increasing factors for non-cracked concrete C30/37 = 1.04, C40/50 = 1.08, C50/60 = 1.10 3) Maximum long term temperature / maximum short term temperature after installation 6

Loading data tables RAST system into masonry Permissable and recommended loads F rec in for all load directions, installation parameters and unit dimensions. Safety factors included ( ym and yf ). See DIBt approvals Z-21.3-1815/1816 for design and calculations. Anchor rods RESI AST, VA AST M8* M10* M12 M16 Fastenings in solid masonry (without sleeve) Solid clay brick Mz 12 1.7 1.7 1.7 1.7 Solid sand-lime brick KS 12 1.7 1.7 1.7 1.7 Fastenings in hollow masonry (with sleeve) Sleeve SH 13-100 SH 15-100 SH-15-130 SH 20-85 SH 20-85 Hollow clay brick HLz 4 0.3 (0.6) 0.3 (0.6) 0.3 (0.6) 0.3 (0.6) HLz 6 0.4 (0.8) 0.4 (0.8) 0.4 (0.8) 0.4 (0.8) HLz 12 0.8 (1.0) 0.8 (1.0) 0.8 (1.0) 0.8 (1.0) Hollow sand-lime brick KSL 4 0.4 (0.6) 0.4 (0.6) 0.4 (0.6) 0.4 (0.6) KSL 6 0.6 (0.8) 0.6 (0.8) 0.6 (0.8) 0.6 (0.8) KSL 12 0.8 (1.4) 0.8 (1.4) 0.8 (1.4) 0.8 (1.4) Lightweight hollow concrete block Hbl 2 0.3 (0.6)** 0.3 (0.6)** 0.3 (0.6) 0.3 (0.6) Hbl 4 0.6 (0.8)** 0.6 (0.8)** 0.6 (0.8) 0.6 (0.8) Concrete hollow block Hbn 4 0.6 (0.8)** 0.6 (0.8)** 0.6 (0.8) 0.6 (0.8) Bending moment (stainless steel A4) M per [Nm] 12.1 24.1 42.1 104.2 Load values: when anchoring in hollow or perforated masonry the values in parentheses may be used if the hole is made with a rotary drill (hammer switched off) For KSL the outer wall must be minimum 30mm *) The DIBt approvals Z-21.3-1815 for ResiFIX PY and Z-21.3-1816 for ResiFIX VY... SF include anchor rods M8 and M10; for M12 and M16 recommeded loads F rec **) The DIBt approvals Z-21.3-1815 for ResiFIX P and Z-21.3-1816 for ResiFIX VY... SF do not include Hbl 2, Hbl 4 and Hbn 4 www.boothmuirie.co.uk 7

Booth Muirie Limited Calder House South Caldeen Road Coatbridge ML5 4EG Telephone: 01236 345 500 Facsimile: 01236 345 515 E-mail: Internet: enquiries@boothmuirie.co.uk www.boothmuirie.co.uk