PV45 Pro Technical Data Sheet

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Masonry: Guide Load Capacities The given capacities as per ETAG 029 are valid for anchors installed in the face of a masonry wall. The strength of masonry varies widely and depends on the properties of bricks and mortar joints, hence job site tests are recommended to determine achievable load capacities. AEFAC provides information & guidance notes regarding site testing, refer to www.aefac.com.au Ultimate Tension Load Capacities - Parameters for Calculation of Design Strength According to ETAG 029 Annex C Method A. Brick type, density and compressive strength Characteristic resistance (Hammer Drilling unless specified) Notation Unit PV45-PRO - Threaded rod M8 M10 M12 M16 Sleeve Size (SH) 12x80 16x85 16x130 20x85 20x85 Failure of metal part / Pullout failure of anchor / Brick breakout failure / Pullout of one brick Solid sand-lime brick ρ ≥ 2.0 kg/dm³ f b ≥ 20 Mpa Solid clay brick ρ ≥ 1.8 kg/dm³ f b ≥ 28 Mpa Hollow sand-lime brick ρ ≥ 1.4 kg/dm³ f b ≥ 12 Mpa Hollow clay brick ρ ≥ 0.9 kg/dm³ f b ≥ 12 Mpa Hollow brick ρ ≥ 1.0 kg/dm³ f b ≥ 4 Mpa Without sleeve N Rk 1) [kN] 6.0 6.0 7.0 6.0 With sleeve of indicated sizes N Rk 1) [kN] 5.0 5.0 5.0 - - Without sleeve N Rk 1) [kN] 3.0 3.0 3.0 2.5 4.5 With sleeve of indicated sizes N Rk 1) [kN] 3.5 3.5 5.0 - - With sleeve of indicated sizes (Rotary Drilling) With sleeve of indicated sizes (Rotary Drilling) With sleeve of indicated sizes (Rotary Drilling) N Rk 1) [kN] 3.5 3.0 4.5 3.0 3.0 N Rk 1) [kN] 1.5 2.0 3.0 3.5 3.5 N Rk 1) [kN] 0.4 0.4 2.0 0.9 0.75 Partial safety factor M2) [-] 2.5 Reduction factor in case of unfilled or not visible vertical joints α j [-] 0.75 Ultimate Shear Load Capacities - Parameters for Calculation of Design Strength According to ETAG 029 Annex C Method A. Brick type, density and compressive strength Characteristic resistance (Hammer Drilling unless specified) Failure of metal part, shear load with lever arm Carbon steel, Characteristic resistance, strength class 4.8 Carbon steel, Characteristic resistance, strength class 5.8 Stainless steel, Characteristic resistance, strength class 70 Notation Unit PV45-PRO - Threaded rod M8 M10 M12 M16 Sleeve Size (SH) 12x80 16x85 16x130 20x85 20x85 Failure of metal part / Pullout failure of anchor / Brick breakout failure / Pullout of one brick Solid sand-lime brick ρ ≥ 2.0 kg/dm³ f b ≥ 20 Mpa Solid clay brick ρ ≥ 1.8 kg/dm³ f b ≥ 28 Mpa Hollow sand-lime brick ρ ≥ 1.4 kg/dm³ f b ≥ 12 Mpa Hollow clay brick ρ ≥ 0.9 kg/dm³ f b ≥ 12 Mpa Hollow brick ρ ≥ 1.0 kg/dm³ f b ≥ 4 Mpa Without sleeve V Rk 3) [kN] 4.0 3.5 5.0 5.0 With sleeve of indicated sizes V Rk 3) [kN] 5.0 4.0 5.0 - - Without sleeve V Rk 3) [kN] 3.0 3.0 2.5 4.5 With sleeve of indicated sizes V Rk 3) [kN] 3.5 3.5 4.0 - - With sleeve of indicated sizes (Rotary Drilling) With sleeve of indicated sizes (Rotary Drilling) With sleeve of indicated sizes (Rotary Drilling) V Rk 3) [kN] 2.5 2.5 2.5 2.5 2.5 V Rk 3) [kN] 1.5 2.0 2.5 2.5 2.5 V Rk 3) [kN] 0.4 0.4 2.0 0.9 0.75 Partial safety factor M2) [-] 2.5 Notation Unit M8 M10 M12 M16 M 0 Rk,s [Nm] 15 30 52 133 2) Ms - 1.25 M 0 Rk,s [Nm] 19 37 66 166 2) Ms - 1.25 M 0 Rk,s [Nm] 26 52 92 233 2) Ms - 1.56 Notes: 1) N Rk,p = N Rk,b = N Rk,s = N Rk ; N Rk,pb according to ETAG029, Annex C 2) In absence of other national regulations 3) V Rk,b = V Rk,s = V Rk 4) V Rk,c according to ETAG029, Annex C for solid masonry 5) V Rk,c = V Rk according to ETAG029, Annex C for hollow masonry • Refer to ETA for spacing and edge distances (characteristic and minimum) requirements. • The design capacities shall be derived by dividing the above given characteristic resistances by the above given partial safety factor. • To determine working load capacities a further suitable safety factor (minimum 1.4 or higher) shall be applied to the limit state design loads calculated by using the above given partial safety factor of 2.5. • The icons of bricks shown in the above table represent hollow or solid brick. These icons do not represent the actual profile / type of the bricks. • Please refer to ETA13-0063 for type, size, strength and other description of bricks including minimum / critical spacing and edge distances. 6 PV45-PRO Technical Data Sheet. Last modified September, 2017
Installation information T max Installation data - threaded rod into concrete t fix h min h 1 h ef d 0 S w d f Notation Unit PV45-PRO - Threaded rod M8 M10 M12 M16 M20 M24 Anchor diameter d [mm] 8 10 12 16 20 24 Nominal drill bit diameter d 0 [mm] 10 12 14 18 24 28 Diameter of hole clearance in fixture d f ≤ [mm] 9 12 14 18 22 26 Diameter of steel brush d b ≥ [mm] 10.5 12.5 14.5 18.5 24.5 28.5 Min embedment & drill hole depth h ef,min [mm] 80 90 110 125 170 210 Minimum member thickness h min [mm] 110 120 140 160 215 260 Minimum spacing s min [mm] 40 50 60 80 100 120 Minimum edge distance c min [mm] 40 50 60 80 100 120 Thickness of fixture t fix [mm] 0 mm ≤ t fix ≤ 500mm Maximum torque T max [Nm] 10 20 40 60 120 150 Torque wrench socket size S w [mm] 13 17 19 24 30 36 T max Installation data - threaded rod into solid brick without sleeve t fix h min h 1 h ef d 0 S w d f Notation Unit PV45-PRO - Threaded rod M8 M10 M12 M16 Anchor diameter d [mm] 8 10 12 16 Nominal drill bit diameter d 0 [mm] 10 12 14 18 Diameter of hole clearance in fixture d f [mm] ≤9 ≤12 ≤14 ≤18 Diameter of steel brush d b [mm] ≥12 ≥14 ≥16 ≥20 Embedment depth h ef [mm] 80 90 100 100 Bore hole depth h 1 [mm] 80 90 100 100 Minimum spacing for solid bricks* s min,ıı = s cr,ıı OR s min, =s cr, [mm] 240 270 300 300 Minimum edge distance for solid bricks* c min =c cr [mm] 120 135 150 150 Maximum torque T max [Nm] 2 2 2 2 Torque wrench socket size S w [mm] 13 17 19 24 Minimum wall thickness h min [mm] h ef + 30 * The above spacing and edge distances are applicable for solid bricks of the description and sizes as given in ETA13-0063 and the table below. T max Installation data - threaded rod into solid & hollow brick with sleeve t h 1 d 0 S w h ef d f Notation Unit PV45-PRO - Threaded rod M8 M10 M12 M16 Sleeve size (SH) 12x80 16x85 16x130 20x85 20x85 Anchor diameter d [mm] 8 10 10 12 16 Nominal drill bit diameter d 0 [mm] 12 16 16 20 20 Diameter of hole clearance in fixture d f [mm] ≤9 ≤12 ≤12 ≤14 ≤18 Diameter of nylon brush d b [mm] ≥14 ≥18 ≥18 ≥22 ≥22 Embedment depth h ef [mm] 80 85 130 85 85 Embedment depth sleeve l s [mm] 80 85 130 85 85 Bore hole depth h 1 [mm] 85 90 135 90 90 Minimum spacing for solid bricks 240 x 115 x 55 mm (ρ ≥ 1.8 kg/dm 3 f b ≥ 28 MPa) 240 x 115 x 71 mm (ρ ≥ 2.0 kg/dm 3 f b ≥ 20 MPa) Minimum spacing for hollow bricks 240 x 175 x 113 mm (ρ ≥ 1.4 kg/dm 3 f b ≥ 12 MPa) s min,ıı = s cr,ıı OR s min, = s cr, [mm] 240 240 255 - - s min,ıı = s cr,ıı [mm] 240 240 240 240 240 s min, = s cr, [mm] 113 113 113 113 113 Minimum spacing for hollow bricks 497 x 240 x 238 mm (ρ ≥ 0.9 kg/dm 3 f b ≥ 12 MPa) s min,ıı = s cr,ıı [mm] 497 497 497 497 497 s min = s cr, [mm] 238 238 238 238 238 Minimum spacing for hollow bricks 500 x 200 x 200 mm (ρ ≥ 1.0 kg/dm 3 f b ≥ 4 MPa) s min,ıı = s cr,ıı [mm] 500 500 500 500 500 s min = s cr [mm] 200 200 200 200 200 Minimum edge distance for solid brick of above sizes c min = c cr [mm] 120 128 195 - - Minimum edge distance for hollow brick of above sizes c min = c cr [mm] 100 100 100 120 120 Maximum torque T max [Nm] 2 2 2 2 2 Torque wrench socket size S w [mm] 13 17 17 19 19 Minimum wall thickness h min [mm] 115 115 195 115 115 Please refer to ETA13-0063 for type, size, strength and other description of bricks. PV45-PRO Technical Data Sheet. Last Modified September, 2017 7
Page 1 and 2: 10:1 RATIO POLYESTER ADHESIVE INJEC
Page 3 and 4: PV45-PRO Polyester 10:1 Adhesive In
Page 5: Working Stress Design UNCRACKED CON
Page 9 and 10: Threaded Rod POWERS supplies a rang
Page 12: Powers Design Assist Real-Time Anch

PV45 Pro Technical Data Sheet

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