HIGH PERFORMANCE STEEL ANCHORS

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Randall Baker
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1 Throughbolt zinc plated, -HD Throughbolt hot dip galvanized anchor name BASE MATERIALS: concrete, stone non-cracked concrete PRODUCT CODE /20 -HD-06050/10 zinc coat type thread diameter length FEATURES: Carbon steel, zinc electroplated min. 5μm () Carbon steel, hot dip galvanized (-HD) Wide range of anchor diameters Through anchoring Wide range of anchor lengths fixture thickness DESIGN METHOD (according to ETAG) TENSILE LOADS N Rd,p : Design resistance (pull out failure) N Rd,c : Design resistance (concrete cone failure) N Rd,s : Design resistance (steel failure) Design resistance for tensile load is: N Rd = min (N Rd,p,N Rd,c,N Rd,s ) V Rd,c : Design resistance (concrete edge failure) V Rd,s : Design resistance (steel failure) Design resistance for shear loads is: V Rd = min (V Rd,c,V Rd,s ) STANDARD LENGTH OF ANCHORS Size M6 M8 Anchor length Max. fixture thickness L Standard t fix Reduced t fix Zinc electroplated Hot Dip Galvanized /10* -HD-06050/10* /5* /25* -HD-06085/25* /* -HD-06100/* /5* -HD-08050/5* /10 -HD-08060/10* /15 -HD-08065/15* /10 -HD-08075/10* /15 -HD-08080/15* / /30 -HD-08095/30* /50 -HD-08115/50* /75 -HD-081/75* /85

2 STANDARD LENGTH OF ANCHORS (cont.) Size M10 M12 M16 M20 M24 Anchor length ** effective embedment depth 65 mm Max. fixture thickness L Standard t fix Reduced t fix Zinc electroplated Hot Dip Galvanized /5 -HD-10065/5* /10 -HD-10080/10* /25 -HD-10095/25* /45 -HD-10115/45* /60 -HD-10130/60* /70 -HD-101/70* / / /5 -HD-12080/5* /5 -HD-12100/5* /25 -HD-12120/25* /30 -HD-12125/30* / -HD-12135/* / /55 -HD-12150/55* /85 -HD-12180/85* /125* -HD-12220/125* /205* 90-10** /10* /5 -HD-16100/5* /10 -HD-16105/10* /5 -HD-16125/5* /20 -HD-161/20* /30 -HD-16150/30* / /60 -HD-16180/60* /100* -HD-16220/100* /160* /5 -HD-20125/5* /20 -HD-20160/20* /60* -HD-20200/80* /160* /20* /100* -HD-24260/100* /1*

3 MECHANICAL PROPERTIES Size M8 M10 M12 M16 M20 M24 Nominal tensile strength f uk [N/mm 2 ] Nominal yield stress f yk [N/mm 2 ] Cross-sectional area (on thread) A s [mm 2 ] Section modulus W el [mm 3 ] Characteristic bending moment M 0 rk,s [Nm] Allowable bending moment M [Nm] INSTALLATION DATA Size Anchor diameter d Hole diameter in substrate d Hole diameter in fixture d f Torque T inst [Nm] STANDARD EMBEDMENT DEPTH Minimum hole depth h Minimum installation depth h nom, s Minimum substrate thickness h min Minimum spacing s min Minimum edge distance c min REDUCED EMBEDMENT DEPTH Minimum hole depth h Minimum installation depth h nom, r Minimum substrate thickness h min Minimum spacing s min Minimum edge distance c min INSTALLATION GUIDE 1. Drill a hole of required diameter and depth. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached. 4. Tighten to the recommended torque.

4 PERFORMANCE DATA STANDARD EMBEDMENT DEPTH Size M6* M8 M10 M12 M16 M20 M24* Embedment depth h ef TENSION LOADS Characteristic resistance N Rk,s [kn] Design resistance g Ms = 1.4 N Rd,s [kn] Pullout and concrete cone failure in non-cracked concrete C20/25 Characteristic resistance N Rk [kn] Design resistance g Mc = 1.8 N Rd [kn] Increasing factor and Partial safety factor C30/ C/ C50/ Spacing s cr,n Edge distance c cr,n Concrete edge failure C20/25 Edge distance c min Characteristic resistance for c min V Rk,c [kn] Design resistance g Mc = 1.8 V Rd,c [kn] Edge distance c cr,v Concrete pryout failure C20/25 k Characteristic resistance V Rk,cp [kn] Design resistance g Mc = 1.8 V Rd,cp [kn] Characteristic resistance V Rk,s [kn] Design resistance g Ms = 1.25 V Rd,s [kn] EDGE DISTANCE AND SPACING c N Edge distance (tensile) c V Edge distance (shear) Spacing s

5 PERFORMANCE DATA REDUCED EMBEDMENT DEPTH Size M6* M8 M10 M12 M16 M20 M24* Embedment depth h ef TENSION LOADS Characteristic resistance N Rk,s [kn] Design resistance g Ms = 1.4 N Rd,s [kn] Pullout and concrete cone failure in non-cracked concrete C20/25 Characteristic resistance N Rk [kn] Design resistance g Mc = 1.8 N Rd [kn] Increasing factor and Partial safety factor C30/ C/ C50/ Spacing s cr,n Edge distance c cr,n Concrete edge failure C20/25 Edge distance c min Characteristic resistance for c min V Rk,c [kn] Design resistance g Mc = 1.8 V Rd,c [kn] Edge distance c cr,v Concrete pryout failure C20/25 k Characteristic resistance V Rk,cp [kn] Design resistance g Mc = 1.8 V Rd,cp [kn] Characteristic resistance V Rk,s [kn] Design resistance g Ms = 1.25 V Rd,s [kn] EDGE DISTANCE AND SPACING c N Edge distance (tensile) c V Edge distance (shear) Spacing s

General Information. Installation Information Design Information Material Information Ordering Information

General Information. Installation Information Design Information Material Information Ordering Information General Information General Information PTBPRO Throughbolt ProDUCT DESCRIPTION The PTBPRO is a fully threaded, torque controlled, wedge expansion anchor which is designed for consistent performance in