Cover FTM en 18mm - Hilti
Cover FTM en 18mm - Hilti
Cover FTM en 18mm - Hilti
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Part 4:<br />
Cont<strong>en</strong>ts<br />
Direct fast<strong>en</strong>ing principles and technique<br />
11 / 2009 4.1
4.2 11 / 2009
Cont<strong>en</strong>ts<br />
Introduction 1<br />
1.1 Definitions and g<strong>en</strong>eral terminology 4.5<br />
1.2 Reasons for using powder or gas-actuated fast<strong>en</strong>ing 4.5–4.6<br />
1.3 Direct fast<strong>en</strong>ing applications 4.7–4.9<br />
The direct fast<strong>en</strong>ing system 2<br />
2.1 Fast<strong>en</strong>ers 4.11–4.12<br />
2.2 Manufacturing process 4.12–4.13<br />
2.3 Fast<strong>en</strong>er raw material 4.13<br />
2.4 Powder- and gas-actuated tools 4.14–4.15<br />
2.5 Cartridges (powder loads, boosters) 4.16–4.17<br />
Health and safety 3<br />
3.1 Operator safety 4.18–4.21<br />
3.2 Fast<strong>en</strong>ing safety 4.22–4.23<br />
3.3 Functional safety 4.24<br />
Corrosion 4<br />
4.1 Differ<strong>en</strong>t forms of corrosion 4.25–4.26<br />
4.2 Corrosion characteristic of powderand<br />
gas-actuated fast<strong>en</strong>ers 4.27–4.28<br />
4.3 Fast<strong>en</strong>er selection 4.29<br />
Steel base material 5<br />
5.1 Anchoring mechanisms 4.30–4.31<br />
5.2 Factors influ<strong>en</strong>cing the resistance to pull-out 4.32–4.37<br />
5.3 Suitability of the steel for fast<strong>en</strong>ing 4.37<br />
5.4 Application limit diagrams 4.38<br />
5.5 Thin steel base material 4.39<br />
5.6 Types of load and modes of failure 4.40–4.46<br />
5.7 Effect of fast<strong>en</strong>ers on structural steel 4.47–4.51<br />
11 / 2009 4.3
Cont<strong>en</strong>ts<br />
Concrete base material 6<br />
6.1 Anchoring mechanisms 4.52–4.53<br />
6.2 Factors influ<strong>en</strong>cing the resistance to pull-out 4.54–4.57<br />
6.3 Effect of time on pull-out resistance 4.57<br />
6.4 Effect on concrete compon<strong>en</strong>ts 4.58<br />
Masonry base material 7<br />
7.1 G<strong>en</strong>eral suitability 4.59<br />
Temperature effects on the fast<strong>en</strong>ing 8<br />
8.1 Effect of low temperature on fast<strong>en</strong>ers 4.60–4.61<br />
8.2 Effect of low temperatures on fast<strong>en</strong>ings to steel 4.61–4.62<br />
8.3 Fire rating on fast<strong>en</strong>ings to steel 4.63–4.64<br />
8.4 Fire rating on fast<strong>en</strong>ings to concrete 4.65–4.66<br />
Design concepts 4.67–4.68 9<br />
Determination of technical data for<br />
fast<strong>en</strong>ing design 10<br />
10.1 Fast<strong>en</strong>ings to steel 4.69<br />
10.2 Profiled sheet fast<strong>en</strong>ings 4.70<br />
10.3 Fast<strong>en</strong>ings to concrete (standard DX / GX) 4.71–4.73<br />
10.4 DX fast<strong>en</strong>ings to concrete (DX-Kwik) 4.73–4.74<br />
10.5 Fast<strong>en</strong>er design in the USA and Canada 4.74<br />
Tips for users (”trouble shooting”) 4.75–4.78 11<br />
Approval listing 4.79–4.81 12<br />
4.4 11 / 2009
1. Introduction<br />
1.1 Definitions and g<strong>en</strong>eral terminology<br />
<strong>Hilti</strong> direct fast<strong>en</strong>ing technology is a technique<br />
in which specially hard<strong>en</strong>ed nails or<br />
studs are driv<strong>en</strong> into steel, concrete or<br />
masonry by a piston-type tool. Materials<br />
suitable for fast<strong>en</strong>ing by this method are<br />
steel, wood, insulation and some kinds of<br />
plastic. Fast<strong>en</strong>er driving power is g<strong>en</strong>erated<br />
Introduction<br />
by a power load (a cartridge containing combustible<br />
propellant powder, also known as a<br />
“booster”), combustible gas or compressed<br />
air. During the driving process, base material<br />
is displaced and not removed. In <strong>Hilti</strong> terminology,<br />
DX stands for “powder-actuated”<br />
and GX for “gas-actuated” systems.<br />
1.2 Reasons for using powder- or gas-actuated fast<strong>en</strong>ing<br />
The illustrations below show some of the<br />
main reasons why many contractors take<br />
Speed is important. An easy-to-use, uncomplicated<br />
fast<strong>en</strong>ing system is required.<br />
Electric power is not available or<br />
electric cables would hinder the<br />
work.<br />
1<br />
advantage of the b<strong>en</strong>efits of powder or gasactuated<br />
fast<strong>en</strong>ing.<br />
11 / 2009 4.5<br />
2<br />
A weather-indep<strong>en</strong>d<strong>en</strong>t fast<strong>en</strong>ing<br />
system is required.
Introduction<br />
+<br />
+<br />
= 2.4 kN<br />
A complete fast<strong>en</strong>ing system with<br />
assured str<strong>en</strong>gth is required.<br />
Drilling would cause too much dust.<br />
Drilling is not viable because of<br />
noise.<br />
4.6 11 / 2009<br />
?<br />
Drilling would be too difficult.
1.3 Direct fast<strong>en</strong>ing applications<br />
Typical applications for powder- or<br />
gas-actuated fast<strong>en</strong>ing are shown in<br />
the illustrations below:<br />
• Fast<strong>en</strong>ing thin metal sheets: roof decking<br />
wall liners and floor decking<br />
• Fast<strong>en</strong>ing thicker steel members:<br />
e.g. metal brackets, clips<br />
Introduction<br />
• Fast<strong>en</strong>ing soft materials such as wood<strong>en</strong><br />
batt<strong>en</strong>s or insulation to steel, concrete or<br />
masonry<br />
• Threaded studs for susp<strong>en</strong>ded ceilings,<br />
installing building services, bar gratings or<br />
chequer plate floors<br />
• Connections for composite structures:<br />
fast<strong>en</strong>ing nailed composite shear connectors<br />
Roof decking Wall liners Floor decking<br />
Metal brackets, clips and tracks Fixtures for mechanical and electrical<br />
installations<br />
Wood<strong>en</strong> batt<strong>en</strong>s fast<strong>en</strong>ed to steel<br />
or concrete<br />
HILTI<br />
Hangers with threaded connectors<br />
Grating fast<strong>en</strong>ings Shear connectors<br />
11 / 2009 4.7
Introduction<br />
<strong>Hilti</strong> direct fast<strong>en</strong>ing systems are specially<br />
designed for each application and trade.<br />
Key applications and the corresponding<br />
fast<strong>en</strong>ing systems are shown below.<br />
Roof and floor decking in steel & metal construction<br />
X-ENP-19 L15 DX 76 PTR<br />
Gratings in the petrochemical and other industries<br />
X-BT + DX 351 BTG<br />
X-FCM R<br />
Interior partition walls (drywall) in interior finishing<br />
X-GN GX 120<br />
4.8 11 / 2009
Concrete forms in building construction<br />
X-FS DX 460<br />
Introduction<br />
Conduit clips and ties in mechanical and electrical installations<br />
X-EKS, X-ECT GX 120-ME<br />
11 / 2009 4.9
The direct fast<strong>en</strong>ing system<br />
2. The direct fast<strong>en</strong>ing system<br />
The fast<strong>en</strong>er, tool and driving <strong>en</strong>ergy form<br />
a fast<strong>en</strong>ing system with its own specific<br />
characteristics. Examples of <strong>Hilti</strong> direct<br />
fast<strong>en</strong>ing system compon<strong>en</strong>ts are shown<br />
below.<br />
Fast<strong>en</strong>ers Fast<strong>en</strong>ing tools Driving <strong>en</strong>ergy<br />
Powder-actuated tool<br />
Gas-actuated tool<br />
4.10 11 / 2009
The direct fast<strong>en</strong>ing system<br />
2.1 Fast<strong>en</strong>ers<br />
Fast<strong>en</strong>ers can be classified in three g<strong>en</strong>eral types: nails, threaded studs and composite<br />
fast<strong>en</strong>ers.<br />
Nails<br />
Siding and decking nails<br />
G<strong>en</strong>eral purpose nails<br />
for steel<br />
for concrete<br />
Multi-part fast<strong>en</strong>ers<br />
HILTI<br />
X-FCM grating disk with threaded<br />
stud<br />
Threaded studs Composite fast<strong>en</strong>ers<br />
Knurling<br />
Blunt-<strong>en</strong>ded fast<strong>en</strong>er<br />
(requires pre-drilling)<br />
The nails used (also known as drive pins) are<br />
of a special type equipped with washers to<br />
meet the needs of the application and to<br />
provide guidance wh<strong>en</strong> driv<strong>en</strong>. Threaded<br />
studs are ess<strong>en</strong>tially nails with a threaded<br />
upper section instead of a head. Composite<br />
fast<strong>en</strong>ers are an assembly consisting of a<br />
nail with an application-specific fast<strong>en</strong>ing<br />
compon<strong>en</strong>t such as a clip, plate or disk<br />
made of metal or plastic.<br />
Siding and decking nails can be recognized<br />
by their washers which are specially<br />
designed to hold down the metal sheets and<br />
to absorb excess driving <strong>en</strong>ergy. Fast<strong>en</strong>ers<br />
designed for driving into steel usually have<br />
for steel<br />
for<br />
concrete<br />
X-HVB shear connectors fast<strong>en</strong>ed<br />
with X-ENP-21 HVB nails<br />
X-ENP nail with SDK2sealing cap<br />
knurled shanks which increase their pull-out<br />
resistance. Fast<strong>en</strong>ers for use on concrete<br />
have longer shanks than those for use on<br />
steel. Threaded studs may have either a<br />
metric (M6, M8 or M10) or Whitworth ( 1 /4",<br />
5 /16" or 3 /8") thread.<br />
Nails and threaded studs are commonly<br />
zinc-plated (5 to 16 µm zinc) for resistance<br />
to corrosion during transport, storage and<br />
construction. As this degree of protection is<br />
inadequate for long-term resistance to corrosion,<br />
use of these zinc-plated fast<strong>en</strong>ers is<br />
limited to applications where they are not<br />
exposed to the weather or a corrosive<br />
atmosphere during their service life. The zinc<br />
11 / 2009 4.11
The direct fast<strong>en</strong>ing system<br />
layer on fast<strong>en</strong>ers driv<strong>en</strong> into steel is, in fact,<br />
a disadvantage in that it reduces pull-out<br />
resistance. For this reason, the thickness of<br />
zinc on the fast<strong>en</strong>er must be optimized to<br />
<strong>en</strong>sure good corrosion protection as well as<br />
high holding power. During production, tight<br />
control of the galvanizing process is necessary<br />
to prev<strong>en</strong>t excess zinc thickness and<br />
thereby poor fast<strong>en</strong>ing performance.<br />
Fast<strong>en</strong>ers must be 2 to 3 times harder than<br />
the material into which they are driv<strong>en</strong>. The<br />
t<strong>en</strong>sile str<strong>en</strong>gth of structural steel is com-<br />
monly betwe<strong>en</strong> 400 and 600 MPa. Fast<strong>en</strong>ers<br />
for use on steel thus require a str<strong>en</strong>gth of<br />
approximately 2000 MPa. As Rockwell hardness<br />
is much easier to measure than<br />
str<strong>en</strong>gth, but good correlation exists<br />
betwe<strong>en</strong> hardness and str<strong>en</strong>gth, this characteristic<br />
is used as a parameter in the<br />
specification and manufacturing of the fast<strong>en</strong>ers.<br />
In the table below, HRC hardness is<br />
giv<strong>en</strong> for a range of t<strong>en</strong>sile str<strong>en</strong>gths (DIN<br />
50150).<br />
T<strong>en</strong>sile str<strong>en</strong>gth<br />
(MPa) 770 865 965 1810 1920 1995 2070 2180<br />
HRC 20.5 25.5 30 52.5 54 55 56.5 58<br />
2.2 Manufacturing process<br />
Standard hard<strong>en</strong>ed steel<br />
fast<strong>en</strong>ers<br />
Almost all powder and gas-actuated fast<strong>en</strong>ers<br />
used throughout the world are manufactured<br />
from carbon steel wire which is subsequ<strong>en</strong>tly<br />
thermally hard<strong>en</strong>ed to provide the<br />
str<strong>en</strong>gth needed for driving into steel and<br />
concrete. In nail manufacturing, shank diameter<br />
is determined by the wire diameter<br />
used. Threaded studs are made from wire<br />
corresponding to the required thread diameter.<br />
The manufacturing process, which is<br />
summarized in the diagram below, consists<br />
of cutting the wire to l<strong>en</strong>gth, shaping the<br />
head, knurling, forging or thermo pulling the<br />
point, hard<strong>en</strong>ing, galvanizing and assembling<br />
with washers.<br />
The process of hard<strong>en</strong>ing the steel to more<br />
than HRC 50 combined with the zinc plating<br />
pres<strong>en</strong>ts a risk of hydrog<strong>en</strong> embrittlem<strong>en</strong>t.<br />
This risk is mitigated by heat-treating the galvanized<br />
product at the optimum temperature<br />
for the correct time. Galvanized and heattreated<br />
fast<strong>en</strong>ers are subjected to impact<br />
b<strong>en</strong>ding tests to check the effectiv<strong>en</strong>ess of<br />
the process. Dep<strong>en</strong>ding on their int<strong>en</strong>ded<br />
application, some fast<strong>en</strong>ers are additionally<br />
sampled and tested under t<strong>en</strong>sion and shear.<br />
Manufacturing Process<br />
Standard zinc-coated fast<strong>en</strong>ers<br />
Cutting to l<strong>en</strong>gth and head forming<br />
↓<br />
(Knurling)<br />
↓<br />
Point forging or thermo pulling<br />
↓<br />
Thermal hard<strong>en</strong>ing<br />
↓<br />
Galvanizing<br />
↓<br />
Heat treatm<strong>en</strong>t<br />
↓<br />
Assembly with washers<br />
4.12 11 / 2009
Stainless steel fast<strong>en</strong>ers<br />
<strong>Hilti</strong> introduced the first powder-actuated<br />
stainless steel fast<strong>en</strong>er in 1994. These fast<strong>en</strong>ers,<br />
which are not thermally hard<strong>en</strong>ed,<br />
are manufactured from special stainless<br />
steel wire with an ultimate t<strong>en</strong>sile str<strong>en</strong>gth of<br />
1850 MPa. One effect of using steel of such<br />
high str<strong>en</strong>gth as a raw material is that the<br />
forming and forging processes pres<strong>en</strong>t<br />
greater technical difficulties. These fast<strong>en</strong>-<br />
2.3 Fast<strong>en</strong>er raw material<br />
The direct fast<strong>en</strong>ing system<br />
Manufacturing Process<br />
Stainless Steel Fast<strong>en</strong>ers<br />
Cutting to l<strong>en</strong>gth and head forming<br />
↓<br />
Point forging<br />
↓<br />
Assembly with washers<br />
<strong>Hilti</strong> standard zinc plated fast<strong>en</strong>ers are made from carbon steel wire with an ultimate t<strong>en</strong>sile<br />
str<strong>en</strong>gth of 590 to 760 MPa.<br />
<strong>Hilti</strong> X-CR / X-CRM / X-BT stainless steel<br />
fast<strong>en</strong>ers are made from high-str<strong>en</strong>gth nitrog<strong>en</strong><br />
alloyed stainless steel wire (<strong>Hilti</strong> designation<br />
CR500).<br />
Nickel and chromium are the compon<strong>en</strong>ts of<br />
stainless steel that make it resistant to corrosion.<br />
CR500 steel is compared to commonly<br />
used stainless steels like AISI 304 and 316<br />
(European A2 and A4) in the graph at the<br />
right. Note that CR500 steel contains considerably<br />
more nickel and chromium than<br />
both 304 and 316.<br />
Another comparison of interest is the differ<strong>en</strong>ce<br />
in ultimate t<strong>en</strong>sile str<strong>en</strong>gth, as shown<br />
in the graph at the right.<br />
ers, on the other hand, suffer no risk of<br />
hydrog<strong>en</strong> embrittlem<strong>en</strong>t and their str<strong>en</strong>gth<br />
decreases only very slightly wh<strong>en</strong> subjected<br />
to high temperatures such as in a fire.<br />
11 / 2009 4.13<br />
Cont<strong>en</strong>t (%)<br />
T<strong>en</strong>sile str<strong>en</strong>gth (MPa)<br />
2000<br />
1600<br />
1200<br />
800<br />
400<br />
0<br />
CR500<br />
AISI 316 (A4) CR500
The direct fast<strong>en</strong>ing system<br />
2.4 Powder- and gas-actuated tools<br />
Definitions<br />
In the ANSI A10.3-2006 standard, two basic types of tool are referred to: direct-acting and<br />
indirect-acting. The two types are defined by the manner in which the <strong>en</strong>ergy is transferred<br />
from the hot expanding gases to the fast<strong>en</strong>er.<br />
Direct-acting tool:<br />
The expanding gases act directly on the fast<strong>en</strong>er<br />
and accelerate it to a velocity of 400 to<br />
500 m/s (1300 to 1600 fps). This velocity<br />
places the tool in the high-velocity class,<br />
thereby subjecting it to more string<strong>en</strong>t rules<br />
for usage.<br />
Indirect-acting tool:<br />
The expanding gases act on a captive piston<br />
that drives the fast<strong>en</strong>er, which in <strong>Hilti</strong> indirect-acting<br />
tools reaches a velocity of less<br />
than 100 m/s (328 fps). Because of the lower<br />
velocity, the possibility and ext<strong>en</strong>t of injury<br />
due to incorrect operation is very much<br />
reduced. Rules for usage are less string<strong>en</strong>t<br />
than for high-velocity tools.<br />
ANSI A10.3-2006 classifies powder-actuated<br />
tools according to velocity. With increasing<br />
velocity, rules for usage become more<br />
string<strong>en</strong>t, for example with regard to equipping<br />
the tools with shields. The lowest<br />
velocity tool capable of performing the<br />
application should be used.<br />
Class of Average Maximum single<br />
powder-actuated test velocity test velocity<br />
tool in m/s [fps] in m/s [fps]<br />
Low-velocity 100 [328] 108 [354]<br />
Medium-velocity 150 [492] 160 [525]<br />
High-velocity >150 [492] >160 [525]<br />
4.14 11 / 2009
<strong>Hilti</strong> Tools<br />
All <strong>Hilti</strong> tools supplied for construction applications<br />
are low-velocity, indirect-acting<br />
tools.<br />
Indirect-acting tools operate according to<br />
one of three differ<strong>en</strong>t principles – co-acting,<br />
impact or contact operation – which each<br />
affect the operating characteristics and the<br />
application limit of the system. It should be<br />
noted that 100% co-acting operation can be<br />
Operating principle Characteristics<br />
Co-acting operation • X > 0 ; Y = 0<br />
• Highest application limit<br />
• Lowest recoil<br />
Impact operation<br />
Contact operation<br />
• X = 0 ; Y > 0<br />
• Lower application limit<br />
• Higher recoil<br />
• X = 0 ; Y = 0<br />
• Lowest application limit<br />
• Highest recoil<br />
The direct fast<strong>en</strong>ing system<br />
achieved by pushing the fast<strong>en</strong>er all the way<br />
back against the piston with a ramrod or, if<br />
the tool is so designed, with a built-in ramrod<br />
mechanism. Tools with nail magazines<br />
do not achieve 100% co-action because of<br />
the need for clearance betwe<strong>en</strong> the piston<br />
<strong>en</strong>d and the collated nail strip. Some singleshot<br />
tools allow the operator to make an<br />
impact-type tool work as a co-acting tool by<br />
using a ramrod.<br />
11 / 2009 4.15<br />
X<br />
Y
The direct fast<strong>en</strong>ing system<br />
2.5 Cartridges (power loads, boosters)<br />
Cartridges for indirect-acting tools are available<br />
in various standard sizes and each size<br />
is available in up to 6 power levels. In the<br />
United States, the powder in a cartridge, the<br />
s<strong>en</strong>sitivity of the primer, and the cartridge<br />
dim<strong>en</strong>sions are governed by technical data<br />
published by the Powder-Actuated Tool<br />
Manufacturers Institute, Inc. (PATMI). PATMI<br />
defines the power level by the velocity<br />
measured in a standard test in which a standardized<br />
350 grain [22.7gram] cylindrical<br />
slug is fired from a standardized apparatus.<br />
The id<strong>en</strong>tification and limitations of use are<br />
addressed in ANSI A10.3-2006.<br />
PATMI colour codes, power levels and definition of cartridges<br />
Size Colour code Power Velocity of 350 grain slug Calculated <strong>en</strong>ergy (joules)<br />
level ft./sec. [m/sec.] minimum average maximum<br />
6.8 / 11 Gray 1 370 ± 45 [113 ± 13.7] 111 144 182<br />
[Cal. 27 short] Brown 2 420 ± 45 [128 ± 13.7] 148 186 228<br />
Gre<strong>en</strong> 3 480 ± 45 [146 ± 13.7] 200 243 291<br />
Yellow 4 560 ± 45 [171 ± 13.7] 280 331 386<br />
Red 5 610 ± 45 [186 ± 13.7] 337 392 452<br />
Purple / black 6 660 ± 45 [201 ± 13.7] 399 459 524<br />
6.8 / 18 Gre<strong>en</strong> 3 550 ± 45 [168 ± 13.7] 269 319 373<br />
[Cal. 27 long] Yellow 4 630 ± 45 [192 ± 13.7] 361 419 480<br />
Blue 4.5 725 ± 45 [221 ± 13.7] 488 554 625<br />
Red 5 770 ± 45 [235 ± 13.7] 554 625 700<br />
Purple / black 6 870 ± 45 [265 ± 13.7] 718 798 883<br />
The German DIN 7260 standard specifies<br />
cartridge dim<strong>en</strong>sions, colour codes and<br />
power levels, which are defined in terms of<br />
<strong>en</strong>ergy delivered wh<strong>en</strong> a cartridge is fired in<br />
a standardized apparatus. DIN 7260 specifies<br />
a 3.66 gram slug with a somewhat more<br />
complex geometry than that of the PATMI<br />
slug.<br />
4.16 11 / 2009
The direct fast<strong>en</strong>ing system<br />
DIN 7260 colour codes, power levels and definition of cartridges<br />
Size Colour code Power Specified <strong>en</strong>ergy<br />
level (joules)<br />
6.8 / 11 White weakest 120 ± 50<br />
Gre<strong>en</strong> weak 200 ± 50<br />
Yellow medium 300 ± 50<br />
Blue heavy 400 ± 50<br />
Red very heavy 450 ± 50<br />
Black heaviest 600 ± 50<br />
6.8 / 18 Gre<strong>en</strong> weak 200 ± 50<br />
Yellow medium 400 ± 50<br />
Blue heavy 500 ± 50<br />
Red very heavy 600 ± 100<br />
Black heaviest 800 ± 100<br />
In order to achieve interchangeability of the<br />
tools and cartridges from various manufacturers,<br />
PATMI provides guidelines on cartridge<br />
dim<strong>en</strong>sions. Manufacturers optimize<br />
the cartridge characteristics for their tools in<br />
order to achieve functional reliability and<br />
long life.<br />
Interchanging of compon<strong>en</strong>ts is m<strong>en</strong>tioned<br />
in 7.10 of ANSI A10.3-2006: “Only<br />
those types of fast<strong>en</strong>ers and power loads<br />
recomm<strong>en</strong>ded by the tool manufacturer<br />
for a particular tool, or those providing<br />
the same level of safety and performance,<br />
shall be used.”<br />
It is the responsibility of the user of powderactuated<br />
products to comply with this<br />
requirem<strong>en</strong>t.<br />
11 / 2009 4.17
Health and safety<br />
3. Health and safety<br />
The safety of powder-actuated fast<strong>en</strong>ing systems can be examined in terms of three g<strong>en</strong>eral<br />
safety characteristics:<br />
• Operator safety refers to safeguarding the operator and bystanders.<br />
• Fast<strong>en</strong>ing safety is a measure of the adequacy of the in-place fast<strong>en</strong>ings.<br />
• Functional safety refers to the operability of the tool, especially the operator safety<br />
devices, under construction site conditions.<br />
3.1 Operator safety<br />
<strong>Hilti</strong> powder-actuated systems incorporate five main design features for maximum operator<br />
safety – the DX piston principle, drop-firing safety mechanism, contact pressure safety<br />
mechanism, trigger safety mechanism and the unint<strong>en</strong>tional firing safety mechanism.<br />
<strong>Hilti</strong> DX piston principle<br />
One of the main concerns about the use of<br />
explosive powder-filled cartridges to drive<br />
fast<strong>en</strong>ers is what happ<strong>en</strong>s if the base material<br />
is missed by the fast<strong>en</strong>er. The piston<br />
principle <strong>en</strong>sures that the <strong>en</strong>ergy from the<br />
propellant in the cartridge is transferred to a<br />
piston, the accelerated mass of which th<strong>en</strong><br />
drives the fast<strong>en</strong>er. Because the piston is<br />
captive within the tool, roughly 95% of the<br />
driving <strong>en</strong>ergy is absorbed by the tool in the<br />
ev<strong>en</strong>t of the fast<strong>en</strong>er missing the base material.<br />
Thus, the velocity of a fast<strong>en</strong>er that<br />
misses the base material is far lower than<br />
the velocities associated with fast<strong>en</strong>ers from<br />
high-velocity tools (tools that do not operate<br />
with the piston principle).<br />
4.18 11 / 2009
Drop-firing safety<br />
The drop firing safety mechanism prev<strong>en</strong>ts<br />
the tool from firing if dropped unint<strong>en</strong>tionally.<br />
This mechanism is so designed that the tool,<br />
cocked or uncocked, will not fire wh<strong>en</strong><br />
dropped at any angle onto a hard surface.<br />
Trigger safety<br />
This mechanism <strong>en</strong>sures that pulling the<br />
trigger alone cannot cause the cartridge to<br />
fire. The trigger in a <strong>Hilti</strong> DX powder-actuated<br />
tool is uncoupled from the firing pin<br />
mechanism until the tool is fully compressed<br />
against the work surface.<br />
Health and safety<br />
11 / 2009 4.19
Health and safety<br />
Contact pressure safety<br />
A <strong>Hilti</strong> tool is made ready for firing by compressing<br />
it against the work surface. This<br />
requires a force of at least 50 N [11.2<br />
pounds]. Tools with large baseplates that<br />
can be easily gripped with the hand, for<br />
example the DX 76 and the DX 460 SM,<br />
have an additional surface contact pin that<br />
must also be pushed back to allow firing.<br />
This is designed to prev<strong>en</strong>t the tool firing<br />
wh<strong>en</strong> its nosepiece is not in contact with the<br />
work surface.<br />
Unint<strong>en</strong>tional firing safety<br />
<strong>Hilti</strong> DX tools cannot be fired by pulling the<br />
trigger and th<strong>en</strong> compressing the tool<br />
against the work surface (also known as<br />
“bump firing”). These tools can be fired only<br />
wh<strong>en</strong> they are (1) compressed against the<br />
work surface and (2) the trigger is th<strong>en</strong><br />
pulled.<br />
Cartridge (power load or booster)<br />
The propellant powder in the cartridge can<br />
only burn if the primer burns first. Burning of<br />
the primer is initiated by an impact applied<br />
with the correct velocity at the correct<br />
location of the cartridge. The propellant and<br />
primer are protected from external influ<strong>en</strong>ces<br />
by the metal casing of the cartridge.<br />
Magazine strip<br />
Collated cartridges in strips of 10 (or 40)<br />
offer greater safety because the plastic strip<br />
helps protect the cartridge cases from<br />
impacts and <strong>en</strong>sures separation betwe<strong>en</strong><br />
the cartridges.<br />
Packaging<br />
The packaging must contain provisions with<br />
respect to tool compatibility.<br />
4.20 11 / 2009
Promotion of operator safety<br />
Safety of the operator and bystanders is promoted<br />
by use of the appropriate safety<br />
equipm<strong>en</strong>t and by following the instructions<br />
in the operator's manual. By supplying the<br />
powder-actuated tool in a lifetime kit box<br />
with space for eye protectors, operator's<br />
manual, etc., ret<strong>en</strong>tion and use of the safety<br />
equipm<strong>en</strong>t is much improved.<br />
Tool compatibility information and installation<br />
guidelines printed on the cartridge and fast<strong>en</strong>er<br />
packaging supplem<strong>en</strong>t the operator's<br />
manual.<br />
<strong>Hilti</strong> organizes operator training courses in<br />
which g<strong>en</strong>eral safety measures for powderactuated<br />
tools are covered as well as measures<br />
specific to each model of tool used. In<br />
some countries, certificates or operator IDs<br />
are issued upon completion of training<br />
courses to <strong>en</strong>courage att<strong>en</strong>tion to safety by<br />
operators and to allow safety officials to<br />
<strong>en</strong>force training requirem<strong>en</strong>t regulations.<br />
Health and safety<br />
11 / 2009 4.21
Health and safety<br />
3.2 Fast<strong>en</strong>ing safety<br />
Fast<strong>en</strong>ing safety dep<strong>en</strong>ds on a correct prediction of the loads and the conditions to which<br />
the fast<strong>en</strong>ing is subjected and a correct prediction of fast<strong>en</strong>ing performance. The necessary<br />
conditions for predictable fast<strong>en</strong>ing performance are:<br />
1. The fast<strong>en</strong>ing system must have be<strong>en</strong> <strong>en</strong>gineered and tested for the application.<br />
2. The quality of the fast<strong>en</strong>ing system compon<strong>en</strong>ts used must correspond to the quality of<br />
those originally tested.<br />
3. The fast<strong>en</strong>ings must be made as forese<strong>en</strong> in the <strong>en</strong>gineering of the system or in the same<br />
way as wh<strong>en</strong> the system was tested.<br />
Engineering and testing<br />
Sources of information about the <strong>en</strong>gineering<br />
and testing of a fast<strong>en</strong>ing system are the<br />
manufacturer's technical literature, test<br />
reports, official approvals and publications in<br />
technical journals. If an “or equal” clause is<br />
used in the specification, th<strong>en</strong> approval of<br />
any alternate fast<strong>en</strong>ing system should be<br />
made conting<strong>en</strong>t on provision of docum<strong>en</strong>tation<br />
showing that the proposed fast<strong>en</strong>ing<br />
system has be<strong>en</strong> <strong>en</strong>gineered and tested for<br />
the giv<strong>en</strong> application.<br />
Production quality<br />
The need for the materials used on the jobsite<br />
to correspond to the design of the product<br />
and to be of the same quality as those<br />
tested is clear. This requires the manufacturer<br />
to have a production quality control system,<br />
which is necessary for ISO 9001 certification.<br />
4.22 11 / 2009
Quality of installation<br />
The use of fast<strong>en</strong>ing systems for which the<br />
manufacturer provides application guidelines<br />
and a technical advisory service helps<br />
<strong>en</strong>sure that fast<strong>en</strong>ers will be installed correctly.<br />
The concept of controlling the quality<br />
of the work must include some feature that<br />
can be measured and that feature must indicate<br />
the performance of the fast<strong>en</strong>ings.<br />
The primary means of checking the quality<br />
of a powder-actuated fast<strong>en</strong>ing is by checking<br />
the stand-off over the surface of the fast<strong>en</strong>ed<br />
material. For fast<strong>en</strong>ers that do not<br />
allow an accurate visual check of the standoff,<br />
the use of a stand-off template is recomm<strong>en</strong>ded.<br />
In some cases t<strong>en</strong>sile testing of<br />
fast<strong>en</strong>ers on jobsites is necessary. Threaded<br />
studs and some decking fast<strong>en</strong>ers with suitable<br />
head design can be t<strong>en</strong>sile-tested in<br />
their final position on a jobsite. Other fast<strong>en</strong>ers<br />
like simple flat-headed nails have to be<br />
driv<strong>en</strong> through a pull-over test specim<strong>en</strong><br />
and th<strong>en</strong> tested.<br />
Health and safety<br />
Checking the standoff of an X-EDN 19 roof deck<br />
fast<strong>en</strong>ing with a plastic template<br />
Pull-out test of an ENP fast<strong>en</strong>ing with a Mark V tester<br />
and ENP adapter<br />
11 / 2009 4.23
Health and safety<br />
3.3 Functional safety<br />
Construction professionals demand fast<strong>en</strong>ing<br />
systems that are dep<strong>en</strong>dable under the<br />
toughest jobsite conditions. The goal of<br />
functional reliability has to be integrated into<br />
the developm<strong>en</strong>t, manufacture, sales and<br />
service of a fast<strong>en</strong>ing system. The developm<strong>en</strong>t<br />
of a new fast<strong>en</strong>ing system must consider<br />
the operating conditions and the<br />
degree of reliability required. During developm<strong>en</strong>t,<br />
system compon<strong>en</strong>ts and prototypes<br />
are tested to determine if they will<br />
function reliably. Pilot production lots are<br />
tested by contractors on their jobsites to<br />
<strong>en</strong>sure that the design can be produced in a<br />
quality that will function. Quality control is<br />
integrated in the manufacturing process to<br />
<strong>en</strong>sure that all compon<strong>en</strong>ts are manufactured<br />
according to specifications. Salespersons<br />
are trained so that they can advise their<br />
customers as to the proper system to use<br />
for the application. Tool repair and maint<strong>en</strong>ance<br />
training help keep the fast<strong>en</strong>ing systems<br />
functioning.<br />
Lifetime testing of the DX powder-actuated tool with<br />
nail magazine<br />
4.24 11 / 2009
4. Corrosion<br />
This chapter gives a brief overview about<br />
corrosion, with a main focus on specific<br />
aspects of high str<strong>en</strong>gth material where<br />
powder- and gas-actuated fast<strong>en</strong>er are<br />
4.1 Differ<strong>en</strong>t forms of corrosion<br />
Corrosion<br />
Dep<strong>en</strong>ding on the <strong>en</strong>vironm<strong>en</strong>tal conditions and material, differ<strong>en</strong>t forms of corrosion will<br />
occur.<br />
1. Homog<strong>en</strong>eous corrosion<br />
Homog<strong>en</strong>eous material reduction<br />
Most of the commonly observed material<br />
degradation can be traced back to this corrosion<br />
form, characterized by a more or less<br />
homog<strong>en</strong>eous surface reduction. This form<br />
of corrosion is not of great importance for<br />
DX- / GX-fast<strong>en</strong>ers.<br />
The amount of material loss due to corrosion<br />
can be approximated in laboratory scale<br />
experim<strong>en</strong>ts. The so-called corrosion rate is<br />
g<strong>en</strong>erally listed as mm/year or g/m 2 h (laboratory<br />
values). The mean corrosion rate of<br />
low alloyed steel and zinc, for example, is<br />
shown in following table.<br />
made of. More details on corrosion are<br />
described in the <strong>Hilti</strong> corrosion brochure<br />
“Corrosion Resistant Fast<strong>en</strong>ings, Edition<br />
May 2000”.<br />
A = starting level<br />
B = reduction of the thickness due to homog<strong>en</strong>eous<br />
corrosion<br />
K = grain (crystal), the structure is determined by a<br />
large number grains<br />
Atmosphere Mean surface removal / year<br />
zinc coatings<br />
(dechema handbook)<br />
low alloyed steel<br />
rural 1– 2 µm 10– 60 µm<br />
town 3– 5 µm 30– 70 µm<br />
industrial 6–10 µm 40–160 µm<br />
marine 5– 9 µm 60–230 µm<br />
11 / 2009 4.25
Corrosion<br />
2. Contact corrosion<br />
Corrosion is accelerated in situations where<br />
an electrochemically “less noble” material is<br />
in contact with a “noble” material. The material<br />
loss of the noble partner is reduced, the<br />
loss of surface area of the less noble partner<br />
is increased. A prerequisite for this form of<br />
corrosion is an electrically conductive connection<br />
betwe<strong>en</strong> these two materials.<br />
Surface area ratio<br />
Whether or not contact corrosion occurs<br />
also dep<strong>en</strong>ds on the surface area ratio.<br />
A)<br />
If the surface of the less noble material (1) is<br />
greater than that of the more noble material<br />
(2), it will act as a very small cathode and the<br />
curr<strong>en</strong>t d<strong>en</strong>sity on the “large anodic” less<br />
Two materials of differ<strong>en</strong>t resistance/<br />
polarity exposed to the same media,<br />
not in direct electrical contact<br />
Material 1 Material 2<br />
in direct electrical contact<br />
Material 1 Material 2<br />
A Starting level<br />
B 1 , B 2 Reduction of the thickness dep<strong>en</strong>ding on the<br />
material's resistance<br />
noble material is thus very small. Furthermore,<br />
this also implies a very low rate of corrosion<br />
of the less noble metal due to electrochemical<br />
effects.<br />
B)<br />
However, if the surface of the less noble<br />
material is smaller than that of the more<br />
noble material, the rate of corrosion of the<br />
less noble metal will be very high.<br />
4.26 11 / 2009
Corrosion<br />
4.2 Corrosion characteristics of powder and gas-actuated<br />
fast<strong>en</strong>ers<br />
<strong>Hilti</strong> galvanized carbon steel<br />
fast<strong>en</strong>ers<br />
DX fast<strong>en</strong>ers are galvanized with a zinc plating<br />
thickness of approx. 2 to 16 microns.<br />
The lifetime of this form of corrosion protection<br />
dep<strong>en</strong>ds on the <strong>en</strong>vironm<strong>en</strong>tal-conditions<br />
and therefore on the rate of corrosion<br />
of the zinc layer. Most commonly observed<br />
Application provisions to observe pot<strong>en</strong>tial<br />
risk of failure due to hydrog<strong>en</strong> embrittlem<strong>en</strong>t<br />
All <strong>Hilti</strong> powder and gas-actuated fast<strong>en</strong>ers<br />
are manufactured from a high-str<strong>en</strong>gth<br />
material and, accordingly, are exposed to<br />
the risk of corrosion-induced hydrog<strong>en</strong><br />
embrittlem<strong>en</strong>t.<br />
Hydrog<strong>en</strong> embrittlem<strong>en</strong>t<br />
• Brittl<strong>en</strong>ess due to dissolution of hydrog<strong>en</strong><br />
in the metal lattice<br />
• Inter-crystalline (betwe<strong>en</strong> the grains)<br />
• T<strong>en</strong>sile stress<br />
• Associated with hard<strong>en</strong>ed high-str<strong>en</strong>gth<br />
steel<br />
Example of incorrect application<br />
Zinc-plated powder-actuated fast<strong>en</strong>er used<br />
in corrosive industrial <strong>en</strong>vironm<strong>en</strong>t<br />
material degradation can be traced back to<br />
homog<strong>en</strong>eous corrosion, characterized by a<br />
more or less homog<strong>en</strong>eous surface reduction.<br />
The life expectancy of galvanized fast<strong>en</strong>ers<br />
and nails in wet atmospheres is therefore<br />
very short.<br />
Wh<strong>en</strong> zinc-plated fast<strong>en</strong>ers are used in wet<br />
or corrosive surroundings, the zinc plating is<br />
attacked and the fast<strong>en</strong>er can corrode.<br />
Cracks will form in the fast<strong>en</strong>er and it may<br />
sudd<strong>en</strong>ly fail ev<strong>en</strong> under a very low static<br />
load. This ph<strong>en</strong>om<strong>en</strong>on, resulting in a high<br />
risk to the structure, is unpredictable and not<br />
controllable.<br />
Stress cracks<br />
11 / 2009 4.27
Corrosion<br />
<strong>Hilti</strong> X-CR / X-BT stainless steel<br />
fast<strong>en</strong>er (CR500 material)<br />
Tests carried out by indep<strong>en</strong>d<strong>en</strong>t authorities<br />
(FMPA Stuttgart, RWTH Aach<strong>en</strong>) clearly<br />
indicate the superior properties of the CR500<br />
material wh<strong>en</strong> compared to AISI 316 (A4) or<br />
AISI 304 (A2). The superior properties with<br />
regard to pitting pot<strong>en</strong>tial are mainly due to<br />
the higher molybd<strong>en</strong>um, nickel, chromium<br />
and nitrog<strong>en</strong> cont<strong>en</strong>t of the steel. Consequ<strong>en</strong>tly,<br />
CR500 material can be classified in<br />
the same corrosion category as AISI 316<br />
(A4).<br />
Contact corrosion<br />
Contact corrosion, where stainless steels<br />
are concerned, is not a matter of concern.<br />
Stainless steels are higher in the galvanic<br />
series, i.e. more noble, than most g<strong>en</strong>erally<br />
used materials such as aluminum, zinc and<br />
steel. Stainless steel in contact with these<br />
materials thus b<strong>en</strong>efits from cathodic pro-<br />
Heavily corrosive <strong>en</strong>vironm<strong>en</strong>ts<br />
In some heavily corrosive <strong>en</strong>vironm<strong>en</strong>ts, e.g.<br />
in road tunnels in the Alps (salt and air pollution)<br />
and in applications in the chemicals<br />
industry in particular, where chlorides and<br />
acid compounds are combined and the<br />
fast<strong>en</strong>ing has a high safety relevance, use of<br />
CR500 steel is not permissible.<br />
This combination of “maritime” <strong>en</strong>vironm<strong>en</strong>t<br />
as well as more acidic and oxidizing active<br />
constitu<strong>en</strong>ts in the electrolyte film are the<br />
reason why conv<strong>en</strong>tional stainless steels of<br />
the AISI 304 and AISI 316 grades can suffer<br />
On the basis of results from field tests carried out, for<br />
example, in industrial atmospheres, road tunnels and<br />
in sea water over many years, it has be<strong>en</strong> concluded<br />
that AISI 316 (A4) grade steel provides adequate corrosion<br />
resistance for use in “corrosive conditions in<br />
industrial and marine air”. CR500 also provides this<br />
resistance with great certainty.<br />
tection. This type of contact therefore g<strong>en</strong>erally<br />
has a favourable effect on the corrosion<br />
properties of stainless steels.<br />
The “noble” stainless steel fast<strong>en</strong>er has a<br />
very much lower rate of corrosion than the<br />
“less noble” base material, and the material<br />
of the compon<strong>en</strong>t fast<strong>en</strong>ed, due to electrochemical<br />
effects.<br />
pitting corrosion and stress corrosion cracking<br />
as a further consequ<strong>en</strong>ce. This is one of<br />
the most dangerous forms of corrosion. This<br />
corrosion-induced failure can only occur if<br />
particular media and a t<strong>en</strong>sile stress are<br />
pres<strong>en</strong>t. Existing residual stress may be suffici<strong>en</strong>t<br />
to induce stress corrosion cracking.<br />
4.28 11 / 2009
4.3 Fast<strong>en</strong>er selection<br />
The subject of corrosion has a major influ<strong>en</strong>ce<br />
on the suitability of a fast<strong>en</strong>er and<br />
therefore also on fast<strong>en</strong>er selection.<br />
For applications with no safety relevance,<br />
zinc-plated fast<strong>en</strong>ers made of normal carbon<br />
Fast<strong>en</strong>ers used in wet areas must be at least<br />
as noble or, better, more noble than the fas-<br />
Corrosion<br />
steel can be used without restriction.<br />
For safety-relevant, perman<strong>en</strong>t fast<strong>en</strong>ings,<br />
the following table shows the suitability ()<br />
under differ<strong>en</strong>t atmospheric conditions.<br />
Condition for use Fast<strong>en</strong>er:<br />
zinc-plated CR500<br />
carbon steel stainless steel<br />
Indoors, rooms without cond<strong>en</strong>sation<br />
and corrosive gases <br />
Indoors, with heavy cond<strong>en</strong>sation <br />
Short-term exposure to weather (i.e. during construction)<br />
Outdoors, coastal area or industrial atmosphere<br />
<br />
without chlorides<br />
Highly-corrosive surroundings<br />
<br />
(indoor swimming pools, highway tunnels)<br />
= suitable<br />
= not suitable<br />
<br />
For safety-relevant, perman<strong>en</strong>t fast<strong>en</strong>ings:<br />
Use <strong>Hilti</strong> galvanized DX- and GX- fast<strong>en</strong>ers only for dry, indoor applications. Use of <strong>Hilti</strong><br />
X-CR fast<strong>en</strong>ers is recomm<strong>en</strong>ded in more corrosive and/or wet atmospheres.<br />
t<strong>en</strong>ed compon<strong>en</strong>t. The effect of contact corrosion<br />
is shown in the table below.<br />
Fast<strong>en</strong>ed compon<strong>en</strong>t / base material Fast<strong>en</strong>er:<br />
zinc-plated CR500<br />
carbon steel stainless steel<br />
Construction steel (uncoated) <br />
Galvanized steel sheet <br />
Aluminium alloy <br />
Stainless steel sheet<br />
= Negligible or no corrosion of fast<strong>en</strong>er<br />
= Heavy corrosion of fast<strong>en</strong>er<br />
<br />
11 / 2009 4.29
Steel base material<br />
5. Steel base material<br />
5.1 Anchoring mechanisms<br />
The following four mechanisms cause a<br />
DX- / GX-fast<strong>en</strong>er to hold wh<strong>en</strong> driv<strong>en</strong> into<br />
steel:<br />
• clamping<br />
• keying<br />
• fusing (welding)<br />
• soldering<br />
These mechanisms have be<strong>en</strong> id<strong>en</strong>tified and<br />
studied by analyzing pull-out test data and<br />
by microscopic examination of fast<strong>en</strong>ing<br />
cross-sections.<br />
Clamping<br />
As a fast<strong>en</strong>er is driv<strong>en</strong>, the steel is displaced<br />
radially and towards both the <strong>en</strong>try and<br />
opposite surfaces. This results in residual<br />
pressure on the surface of the nail, which<br />
leads to friction or clamping. Clamping is the<br />
primary anchoring mechanism of throughp<strong>en</strong>etrating<br />
fast<strong>en</strong>ers. This is indicated by<br />
the fact that wh<strong>en</strong> through-p<strong>en</strong>etrating fast<strong>en</strong>ers<br />
are extracted, the pull-out force<br />
decreases only slowly over several millimeters<br />
of displacem<strong>en</strong>t.<br />
Keying<br />
The keying mechanism is possible wh<strong>en</strong> the<br />
fast<strong>en</strong>er is knurled, that is, it has fine<br />
grooves along the shank in which zinc and<br />
particles of base steel accumulate during<br />
the driving process. Microscopic examination<br />
of cross sections has shown that the<br />
grooves are not completely filled. Keying is<br />
an especially important anchoring mechanism<br />
for fast<strong>en</strong>ers that do not p<strong>en</strong>etrate right<br />
through the base material.<br />
Knurling<br />
Fast<strong>en</strong>er<br />
Base steel<br />
1 mm<br />
4.30 7 / 2010
Fusing (welding)<br />
Complete fusing of the fast<strong>en</strong>er with the base<br />
steel is indicated by portions of base material<br />
clinging to the extracted fast<strong>en</strong>er as well as<br />
by the decarbonized zone. Fusing or welding<br />
is observed mostly at the point of a fast<strong>en</strong>er<br />
where the temperature during driving can be<br />
expected to be the highest.<br />
For fast<strong>en</strong>ers that do not through-p<strong>en</strong>etrate, this<br />
is an important anchoring mechanism. It can be<br />
relied upon only if the fast<strong>en</strong>er point is manufactured<br />
without cracks and with an appropriate<br />
geometry. The thermo pulling process is ideal<br />
for achieving an optimized geometry. Control of<br />
Soldering<br />
In the zone further from the point, there is a<br />
promin<strong>en</strong>t zinc layer separating the fast<strong>en</strong>er<br />
from the base steel. This zinc, soldered to<br />
the base steel, also makes a contribution to<br />
the pull-out resistance of the fast<strong>en</strong>er.<br />
Fast<strong>en</strong>er<br />
Zinc layer<br />
Blunt-tipped fast<strong>en</strong>er X-BT<br />
The X-BT fast<strong>en</strong>er with a shank diameter of 4.5 mm is driv<strong>en</strong><br />
in a pre-drilled 4.0 mm diameter hole. This leads to displacem<strong>en</strong>t<br />
of the base material. Part of the base steel is punched<br />
down into the pre-drilled hole, g<strong>en</strong>erating high temperatures<br />
and causing friction welding. Due to elasticity of the base<br />
steel, additional clamping effects are also superposed.<br />
Displaced base material can be clearly se<strong>en</strong> in the photograph.<br />
Base material adhering to the fast<strong>en</strong>er shank indicates<br />
a welding effect.<br />
Fast<strong>en</strong>er (bainite)<br />
Decarbonized zone<br />
Steel base material<br />
Base steel (ferrite, perlite) 250 µm<br />
all steps in the production process is<br />
necessary to avoid cracks in the point.<br />
Base steel<br />
250 µm<br />
7 / 2010 4.31
Steel base material<br />
5.2 Factors influ<strong>en</strong>cing pull-out resistance<br />
Powder-actuated fast<strong>en</strong>ing systems must be<br />
designed and manufactured to <strong>en</strong>sure that pullout<br />
resistance will be adequate for the applications<br />
int<strong>en</strong>ded. Through understanding of the<br />
anchoring mechanisms, experi<strong>en</strong>ce and testing,<br />
factors that influ<strong>en</strong>ce pull-out str<strong>en</strong>gth have<br />
be<strong>en</strong> id<strong>en</strong>tified. Some of these factors are:<br />
• Depth of p<strong>en</strong>etration in the base material<br />
• Surface characteristics of the fast<strong>en</strong>er<br />
• Coatings on the steel base material<br />
• Driving velocity<br />
• Diameter of the fast<strong>en</strong>er shank<br />
Depth of p<strong>en</strong>etration in the base material<br />
The depth of p<strong>en</strong>etration of fast<strong>en</strong>ers in steel<br />
is tak<strong>en</strong> as the distance that the point travels<br />
below the surface of the base steel, indep<strong>en</strong>d<strong>en</strong>t<br />
of the steel thickness. In other<br />
words the depth of p<strong>en</strong>etration hET can be<br />
greater than, equal to or less than the steel<br />
thickness.<br />
Resistance to pull-out increases with<br />
increasing depth of p<strong>en</strong>etration. This is also<br />
true for through-p<strong>en</strong>etrating fast<strong>en</strong>ers where<br />
hET is greater than the steel thickness.<br />
The design of a powder-actuated fast<strong>en</strong>er<br />
has to take into account the depth p<strong>en</strong>etration<br />
necessary to achieve the pull-out resistance<br />
required for the application. Application<br />
guidelines published for any fast<strong>en</strong>er<br />
include the required nail head stand off h NVS,<br />
which corresponds to the p<strong>en</strong>etration depth.<br />
Knowledge of the influ<strong>en</strong>cing factors is vital<br />
to the design of fast<strong>en</strong>ing systems and is<br />
useful for operators in understanding the<br />
various application guidelines and restrictions<br />
that apply to a fast<strong>en</strong>ing system. Some<br />
of the influ<strong>en</strong>cing factors are discussed in<br />
the following section.<br />
Siding and decking pin X-ENP-19 L15•<br />
4.5 mm [0.177"] shank diameter<br />
23,8<br />
hNVS<br />
hET<br />
ΣtI,tot ≤ 4 mm<br />
4.32 7 / 2010<br />
tII<br />
Nail for X-HVB composite connector<br />
X-ENP-21 HVB<br />
25,8<br />
hNVS<br />
tII<br />
hET
Guide values for the depth of p<strong>en</strong>etration of specific fast<strong>en</strong>er types are as follows:<br />
Steel base material<br />
Galvanized fast<strong>en</strong>er with knurled shank: hET = 12 to 18 mm (shank diameter 4.5 mm)<br />
hET = 10 to 14 mm (shank diameter 3.7 mm)<br />
Galvanized fast<strong>en</strong>er with knurled tip: hET = 9 to 13 mm (shank diameter 4.5 mm)<br />
Galvanized fast<strong>en</strong>er with smooth shank: hET = 15 to 25 mm<br />
Stainless steel fast<strong>en</strong>er with smooth shank: hET = 9 to 14 mm<br />
Blunt-<strong>en</strong>ded fast<strong>en</strong>ers: hET = 4 to 5 mm<br />
The effect of p<strong>en</strong>etration depth on pull-out str<strong>en</strong>gth can be demonstrated in experim<strong>en</strong>ts in<br />
which the driving <strong>en</strong>ergy is varied so as to produce varying p<strong>en</strong>etration. The results of a test<br />
of this kind are summarized below. The application recomm<strong>en</strong>dations for fast<strong>en</strong>ers are<br />
based on tests like these and they clearly show the importance of carrying out the fast<strong>en</strong>ing<br />
work in accordance with the recomm<strong>en</strong>dations of the manufacturer.<br />
Steel: tII = 20 mm (0.787")<br />
fu = 630 N/mm 2 (91.000 psi)<br />
Tool: DX 76 / DX 76PTR and DX 860-ENP<br />
Fast<strong>en</strong>er: X-ENP-19 L15<br />
o 7.4<br />
[0.291"]<br />
o 4.5<br />
[0.177"]<br />
yellow<br />
o 15<br />
[0.591"]<br />
23.8<br />
[0.938"]<br />
Pullout load [kN]<br />
Depth of p<strong>en</strong>etration [mm]<br />
7 / 2010 4.33<br />
6 [kips]<br />
5 [kips]<br />
4 [kips]<br />
3 [kips]<br />
2 [kips]<br />
1 [kips]
Steel base material<br />
Knurling on the fast<strong>en</strong>er shank<br />
Fast<strong>en</strong>ers for use in steel base material usually have knurling on the shank so as to improve<br />
the resistance to pull-out. The effect of the knurling was shown in a test with fast<strong>en</strong>ers that<br />
had knurled and unknurled shanks, but were otherwise the same.<br />
The b<strong>en</strong>efit of knurling is clearly se<strong>en</strong> from<br />
the test results. With virtually the same p<strong>en</strong>etration<br />
(actually 106%), the smooth-shank<br />
fast<strong>en</strong>er had only 68% of the pull-out<br />
str<strong>en</strong>gth of the knurled-shank type. Ev<strong>en</strong><br />
with the p<strong>en</strong>etration increased to 137%, the<br />
pull-out str<strong>en</strong>gth was still only 81% of that<br />
of the knurled-shank fast<strong>en</strong>er. In this test,<br />
the steel thickness of 10 mm (0.394")<br />
allowed through p<strong>en</strong>etration of the steel. If<br />
the steel is too thick for through p<strong>en</strong>etration,<br />
the b<strong>en</strong>eficial effect of knurling becomes<br />
ev<strong>en</strong> more pronounced.<br />
Smooth shank Knurled shank<br />
Zinc coating on the fast<strong>en</strong>er shank<br />
Zinc on a fast<strong>en</strong>er shank appears to act as a lubricant that reduces its resistance to p<strong>en</strong>etration<br />
into steel. Reduced pull-out str<strong>en</strong>gth results because the lower resistance means less<br />
heat is g<strong>en</strong>erated, thus reducing the welding effect betwe<strong>en</strong> the shank and the base steel.<br />
This was shown in an experim<strong>en</strong>t with fast<strong>en</strong>ers that were id<strong>en</strong>tical except for the thickness<br />
of zinc coating.<br />
Steel base material: tII = 20 mm [0.787"],<br />
fu = 440 MPa [63,817 psi]<br />
Zinc Average p<strong>en</strong>etration Average ultimate pull-out load Variation<br />
thickness hET Nu,m CV<br />
in mm mm / [in.] % kN / [kip] % %<br />
ca. 10 12.12 [0.477] 100 8.53 / [1.918] 67 25.6<br />
2–5 11.86 [0.470] 98 12.82 / [2.882} 100 9.3<br />
Although driving the fast<strong>en</strong>er through sheet metal, as is the case wh<strong>en</strong> fast<strong>en</strong>ing siding and<br />
decking, reduces the negative effect of zinc coating on pull-out str<strong>en</strong>gth, the reason for tightly<br />
controlling the galvanization process is clear.<br />
4.34 7 / 2010
Steel base material<br />
Surface of the steel base material<br />
Corrosion protection of structural steel is oft<strong>en</strong> achieved by hot-dip galvanizing. Tests have<br />
shown that if the fast<strong>en</strong>er p<strong>en</strong>etrates right through the steel, the galvanizing has no significant<br />
effect on pull-out str<strong>en</strong>gth. In the case of fast<strong>en</strong>ers that do not through-p<strong>en</strong>etrate, pullout<br />
str<strong>en</strong>gth is reduced by about 25%. The summary of results from one test is shown below<br />
to illustrate these effects.<br />
Average ultimate pull-out loads<br />
Steel thickness 6 mm [0.236"] Steel thickness 20 mm [0.787"]<br />
Surface number Surface number<br />
Ultimate t<strong>en</strong>sile str<strong>en</strong>gth of steel : fu = 430 MPa [62,366 psi]<br />
Surface of the steel : 1. Rough with some slag and rust (refer<strong>en</strong>ce)<br />
2. Sandblasted<br />
3. Pickled + hot-dip galvanized (min. 60 µm zinc)<br />
Several important observations can be made based on these results:<br />
• Pull-out loads in 6 mm ( 1 /4") steel base material are much less affected by the surface condition<br />
of the steel than they are in 20 mm ( 3 /4") steel. The reason is that the main anchoring<br />
mechanism of through-p<strong>en</strong>etration fast<strong>en</strong>ings is clamping, which is not affected by the<br />
surface condition of the steel.<br />
• Hot-dip galvanizing appears to reduce the pull-out str<strong>en</strong>gth of non-through-p<strong>en</strong>etrating<br />
fast<strong>en</strong>ings by nearly 30%. Note, however, that ev<strong>en</strong> with hot-dip galvanizing, the pull-out<br />
str<strong>en</strong>gth was still 12.5 kN (2.8 kips).<br />
• The negative effect of hot-dip galvanizing is explained by the t<strong>en</strong>d<strong>en</strong>cy of zinc on the fast<strong>en</strong>er<br />
to act as a lubricant that reduces heat g<strong>en</strong>eration during driving. This in turn reduces<br />
the t<strong>en</strong>d<strong>en</strong>cy of the fast<strong>en</strong>er point to fuse to the base steel. Zinc from the coating on the<br />
base steel appar<strong>en</strong>tly becomes attached to the fast<strong>en</strong>er as it <strong>en</strong>ters the base steel.<br />
For applications where t<strong>en</strong>sile str<strong>en</strong>gth of the fast<strong>en</strong>ing is critical and the steel has a heavy<br />
coating, the fast<strong>en</strong>ing system can be qualified by carrying out pull-out tests on site. If pullout<br />
str<strong>en</strong>gth is not adequate, depth of p<strong>en</strong>etration can be increased to improve the situation.<br />
7 / 2010 4.35
Steel base material<br />
T<strong>en</strong>sile stress in the steel<br />
The integrity of a powder-actuated fast<strong>en</strong>ing is dep<strong>en</strong>d<strong>en</strong>t on a relatively smooth pin remaining<br />
anchored in structural steel. A large amount of test data, technical assessm<strong>en</strong>ts,<br />
approvals and practical experi<strong>en</strong>ce with powder actuated fast<strong>en</strong>ings is available to support<br />
use of powder-actuated fast<strong>en</strong>ing. Performance of fast<strong>en</strong>ers anchored in the steel under<br />
t<strong>en</strong>sion was investigated by driving fast<strong>en</strong>ers into unstressed steel plates and extracting<br />
them with the plates stressed in t<strong>en</strong>sion. The steel plates measured 6 × 80 × 455 mm [0.236"<br />
× 3.15" × 17.9"] and possessed two differ<strong>en</strong>t yield stresses - 328.6 MPa [47.7 ksi] and 411.7<br />
MPa [59.7 ksi].<br />
By expressing the steel stress in terms of % of actual yield, it was possible to combine the<br />
data for both steel grades and obtain a reasonable curve fit.<br />
Of significance to the designer is the expected decrease in pull-out str<strong>en</strong>gth of the fast<strong>en</strong>er<br />
at a typical maximum allowable design stress of 60 to 70% of yield. At this stress, the pullout<br />
str<strong>en</strong>gth reduction is less than 15%. The absolute value in the experim<strong>en</strong>t was still<br />
greater than 2 tons.<br />
Pull-out load (kN)<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
0 20 40 60 80 100 120 140<br />
Stress in steel (% of yield)<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
4.36 7 / 2010
Steel base material<br />
Compressive stress in the steel<br />
Compressive stress in the base steel has no influ<strong>en</strong>ce on the pull-out str<strong>en</strong>gth of the fast<strong>en</strong>er.<br />
This was demonstrated by placing fast<strong>en</strong>ers in unstressed 15 mm [0.59"] thick steel<br />
plates having a yield str<strong>en</strong>gth of 259.3 MPa [37.6 ksi] and extracting them while the plates<br />
were compressed in a testing machine.<br />
The minimal variation in pull-out load is simply random variation experi<strong>en</strong>ced in testing.<br />
Pull-out load (kN)<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
0 20 40 60 80 100 120<br />
Stress in steel (% of yield)<br />
5 ki ps<br />
4<br />
3<br />
2<br />
1<br />
5.3 Suitability of the steel for fast<strong>en</strong>ing<br />
There are three main factors determining the suitability of a construction grade steel member<br />
for DX fast<strong>en</strong>ing:<br />
• Steel thickness<br />
• Ultimate t<strong>en</strong>sile str<strong>en</strong>gth<br />
• Flexibility of the base steel member<br />
7 / 2010 4.37
Steel base material<br />
5.4 Application limit diagrams<br />
The application limit of a fast<strong>en</strong>ing system is a term applied to a combination of the maximum<br />
thickness tII and ultimate t<strong>en</strong>sile str<strong>en</strong>gth fu of steel in which fast<strong>en</strong>ings can be made.<br />
There are two g<strong>en</strong>eral types of application limit diagrams:<br />
• Short fast<strong>en</strong>ers (e.g. siding and decking nails and threaded studs)<br />
• Long fast<strong>en</strong>ers (e.g. nails used to fast<strong>en</strong> wood to steel)<br />
The application limit line for a short fast<strong>en</strong>er is a plot of steel thickness versus ultimate<br />
t<strong>en</strong>sile str<strong>en</strong>gth. In situations repres<strong>en</strong>ted by steel thickness / ultimate t<strong>en</strong>sile str<strong>en</strong>gth<br />
combinations above and to the right of the line, some of the fast<strong>en</strong>ers may shear off during<br />
driving. The failure surface will be roughly at a 45° angle to the shank l<strong>en</strong>gth.<br />
Steel thickness, t ll (mm)<br />
60 70 80 90 100 ksi<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
400<br />
500 600 700<br />
fu (N/mm 2 )<br />
The application limit lines for long nails used to fast<strong>en</strong> wood to steel are plots of nail<br />
shank l<strong>en</strong>gth Ls versus steel thickness tII. Each line is valid only for one ultimate t<strong>en</strong>sile<br />
str<strong>en</strong>gth of steel fu. Attempts at working to the right of the limit line result in buckled nail<br />
shanks.<br />
Shank l<strong>en</strong>gth, LS [mm]<br />
67<br />
62<br />
57<br />
52<br />
47<br />
42<br />
37<br />
32<br />
27<br />
4<br />
5<br />
4.38 7 / 2010<br />
1"<br />
3/4"<br />
1/2"<br />
1/4"<br />
6 7 8 9 10 11<br />
Steel thickness, tII [mm]
Steel base material<br />
5.5 Thin steel base material<br />
In the context of powder-actuated fast<strong>en</strong>ing, steel is considered thin wh<strong>en</strong> flange deformation<br />
during driving dominates fast<strong>en</strong>er design. Wh<strong>en</strong> the steel flange is thinner than about 6 mm<br />
[0.25"], flange deformation makes use of fast<strong>en</strong>ers with a 4.5 mm [0.177"] shank diameter<br />
more difficult and switching to a 3.7 mm [0.145"] shank fast<strong>en</strong>er leads to better results. Use of<br />
fast<strong>en</strong>ers with tapered shanks and <strong>en</strong>ergy-absorbing washers improves performance and<br />
reliability.<br />
A fast<strong>en</strong>er can p<strong>en</strong>etrate into steel only wh<strong>en</strong> the steel (flange) develops a resistance greater<br />
than the force required for p<strong>en</strong>etration. This implies the use of <strong>en</strong>ergy in excess of that<br />
required for p<strong>en</strong>etrating into the steel. In fact, if the driving <strong>en</strong>ergy remains constant, fast<strong>en</strong>ers<br />
placed closest to the web will be driv<strong>en</strong> deepest. All siding and decking fast<strong>en</strong>ers should<br />
have a mechanism to clamp the sheets down tightly over the <strong>en</strong>tire range of allowable<br />
standoffs. This is especially critical for fast<strong>en</strong>ers used for fast<strong>en</strong>ing to thin steel.<br />
Obviously, under shear loading, failure of the base material is more likely with thin steel than<br />
with thick steel. Wh<strong>en</strong> approving fast<strong>en</strong>ing systems for a project, it is important to consider<br />
whether the system has actually be<strong>en</strong> tested with thin base steel or not.<br />
<strong>Hilti</strong>'s g<strong>en</strong>eral recomm<strong>en</strong>dation for thin base steel fast<strong>en</strong>ers is to place the fast<strong>en</strong>ings within<br />
bx = 8 × tII of the web.<br />
7 / 2010 4.39<br />
bx<br />
tll
Steel base material<br />
5.6 Types of load and modes of failure<br />
5.6.1 Shear loads<br />
The shear loads acting on siding and decking fast<strong>en</strong>ers come from:<br />
• Diaphragm action of the fast<strong>en</strong>ed sheets<br />
• Forces of constraint (for example due to temperature changes)<br />
• Self-weight of siding material<br />
Testing<br />
Shear testing of siding and decking fast<strong>en</strong>ings is done using specim<strong>en</strong>s made up of a strip<br />
of sheet metal fast<strong>en</strong>ed to a steel plate. Suitable, non-slip fixtures have to be used at<br />
either <strong>en</strong>d. In some cases specim<strong>en</strong>s are b<strong>en</strong>t up at the sides to hinder ecc<strong>en</strong>tricity.<br />
Failure of the fast<strong>en</strong>ed material<br />
The load-deformation curves of shear tests with powder-actuated fast<strong>en</strong>ers show a nearly<br />
ideal behavior. After an initial elastic phase during which the clamping force of the washers<br />
against the sheet metal is overcome, the sheet metal reaches its yield stress in an area<br />
where the fast<strong>en</strong>er bears against it. Th<strong>en</strong> the fast<strong>en</strong>er shank cuts through the sheet metal<br />
until the <strong>en</strong>d of the sheet is reached. The large area under the load-deformation curve<br />
repres<strong>en</strong>ts <strong>en</strong>ergy absorbed, and this is what makes the fast<strong>en</strong>ing method ideal for<br />
diaphragms.<br />
4.40 7 / 2010
Failure of the base steel<br />
If the thickness of the fast<strong>en</strong>ed sheet metal<br />
is large compared to the base steel thickness,<br />
bearing failure of the base material is a<br />
possible mode of failure.<br />
Pull-out from the base steel<br />
The unavoidable ecc<strong>en</strong>tricity in the shear<br />
test specim<strong>en</strong> leads to a t<strong>en</strong>sile load compon<strong>en</strong>t<br />
on the fast<strong>en</strong>er. Thick fast<strong>en</strong>ed<br />
material and thin base material is also<br />
involved in this mode of failure. This failure<br />
mode is g<strong>en</strong>erally not governing for base<br />
material thickness of tIl > 6 mm.<br />
Fracture of the fast<strong>en</strong>er<br />
About 20 kN (4.5 kips) of force is required to<br />
shear the Ø 4.5 mm (0.177") shank of an<br />
X-ENP-19 L15 fast<strong>en</strong>er. With about 2.5 mm<br />
(12 gauge) thick steel sheet as fast<strong>en</strong>ed<br />
material, a force of this magnitude could be<br />
possible. The force needed to break a Ø 3.7<br />
mm (0.145") shank of an X-EDNK22 THQ12<br />
fast<strong>en</strong>er is about 13 kN (2.9 kips). This force<br />
can be g<strong>en</strong>erated with 1.5 mm (16 gauge)<br />
sheet steel. In practice, this failure mode is<br />
likely only where expansion joints are not<br />
provided to relieve forces of constraint from<br />
temperature differ<strong>en</strong>ces.<br />
Steel base material<br />
5.6.2 T<strong>en</strong>sile loads<br />
The most common source of t<strong>en</strong>sile loading on siding and decking fast<strong>en</strong>ers comes from<br />
wind suction acting on the roof or wall cladding. In diaphragms, fast<strong>en</strong>ers can be subject to<br />
t<strong>en</strong>sile loads in situations where the combination of geometry and thickness of decking<br />
fast<strong>en</strong>ed leads to prying. In designs with very stiff decking and wide beams or unbalanced<br />
spans, prying can also be caused by conc<strong>en</strong>trated loads.<br />
7 / 2010 4.41
Steel base material<br />
Testing<br />
T<strong>en</strong>sile testing of siding and decking fast<strong>en</strong>ings is carried out using specim<strong>en</strong>s made up of a<br />
trapezoidal-shaped piece of sheet metal fast<strong>en</strong>ed to a steel plate. Suitable, vice-like fixtures<br />
are used to grip the specim<strong>en</strong>. This is oft<strong>en</strong> referred to as a pull-over test because the common<br />
failure mode is the sheet pulling over the washers or the head of the fast<strong>en</strong>er. If the<br />
sheet thickness fast<strong>en</strong>ed is increased so that pull-over does not govern, pull-out will be the<br />
failure mode.<br />
Some fast<strong>en</strong>ers like the <strong>Hilti</strong> X-ENP have a head that can be gripped and pulled out by a<br />
suitable fixture. With these fast<strong>en</strong>ers, a pull-out test can still be done ev<strong>en</strong> if pull-over is the<br />
original mode of failure. This fast<strong>en</strong>er type has the further advantage of allowing in-place<br />
fast<strong>en</strong>ers on a jobsite to be tested.<br />
50<br />
100<br />
15∞<br />
50<br />
140<br />
t fix<br />
h<br />
50<br />
100<br />
15∞<br />
50<br />
140<br />
4.42 7 / 2010<br />
4 . t fix<br />
Pull-over test specim<strong>en</strong> Pull-over test specim<strong>en</strong> with 3 extra<br />
layers to simulate <strong>en</strong>d lap – side lap<br />
h<br />
Test setup<br />
Sheet pull-over<br />
In this failure mode, the sheet tears and is lifted up over the fast<strong>en</strong>er head and washers.<br />
Dep<strong>en</strong>ding on the sheet thickness and t<strong>en</strong>sile str<strong>en</strong>gth, the washers may be b<strong>en</strong>t up.<br />
Washer pull-over<br />
Another possible failure mode is that of the washers being pulled up over the head of the<br />
nail. Obviously, this happ<strong>en</strong>s wh<strong>en</strong> the sheet is somewhat stronger and /or thicker than<br />
wh<strong>en</strong> sheet pull-over occurs. This failure mode is also heavily dep<strong>en</strong>d<strong>en</strong>t on fast<strong>en</strong>er<br />
design.
Pull-over test specim<strong>en</strong> at test start Sheet pull-over Washer pull-over<br />
Steel base material<br />
Pull-out from the base steel<br />
As sheet thickness and number of layers is increased, this failure mode becomes more likely.<br />
For a properly driv<strong>en</strong> X-ENP-19 L15 pull-out from the base steel is not a likely mode of<br />
failure. The head and washer design of the X-EDNK22 THQ12 or X-EDN19 THQ12 fast<strong>en</strong>ers<br />
can allow this failure mode, especially with multiple layers of sheets.<br />
Fracture of the fast<strong>en</strong>er<br />
A force of more than 30 kN [6.7 kips] is required to break the Ø 4.5 mm [0.177"] shank of an<br />
X-ENP-19 L15 fast<strong>en</strong>er and, ev<strong>en</strong> if sheet or washer pull-over does not govern, pull-out<br />
str<strong>en</strong>gths of this magnitude are not very common. This mode of failure will therefore hardly<br />
ever occur with these heavy-duty fast<strong>en</strong>ers. The Ø 3.7 mm [0.145"] shank of an X-EDNK22<br />
THQ12 or X-EDN19 THQ12 fast<strong>en</strong>er may break at about 20 kN [4.5 kips] t<strong>en</strong>sion. Since<br />
these smaller fast<strong>en</strong>ers will pull out at a force of 8 to 15 kN [1.8–3.3 kips], fractures due to<br />
t<strong>en</strong>sile loads are rare. If fractured fast<strong>en</strong>ers of this type are found on a jobsite, the most likely<br />
cause is that the application limit has be<strong>en</strong> exceeded (the base steel is too hard and/or too<br />
thick for the pin).<br />
Cyclic loading<br />
Siding and decking nails used in wall and roof construction are subject to cyclic loading from<br />
wind suction. Cyclic load testing is carried out to determine characteristic resistance and<br />
allowable (recomm<strong>en</strong>ded) loads. The approval requirem<strong>en</strong>ts of the European Technical<br />
Approval ETA prepared by DIBt (Deutsches Institut für Bautechnik) govern the design-relevant<br />
number of load repetitions (5,000) and the necessary safety factors. Notes in this regard<br />
are found on the corresponding product data sheets.<br />
If the fast<strong>en</strong>er will be subjected to a large number of load repetitions and fatigue, we recomm<strong>en</strong>d<br />
carrying out a design check according to the requirem<strong>en</strong>ts of Eurocode 3 (or similar<br />
7 / 2010 4.43
Steel base material<br />
code). Eurocode 3 gives the characteristic fatigue resistance and safety concept for steel<br />
construction. To carry out the check according to Eurocode 3 it is necessary to have a statistical<br />
analysis of test data obtained under the application conditions. Except for siding and<br />
decking fast<strong>en</strong>ers, the applicable product data sheets limit the validity of recomm<strong>en</strong>ded<br />
loads to predominantly static loading. If a design analysis has to be carried out for true<br />
fatigue loading, test data can be obtained from <strong>Hilti</strong>. Examples of such data are shown<br />
below.<br />
X-EM8-15-14<br />
(standard zinc-plated fast<strong>en</strong>er)<br />
The X-EM8-15-14 has a shank diameter of<br />
4.5 mm and a hardness of HRC 55.5<br />
(fu = 2,000 MPa). The ∆F-N diagram shows<br />
the load range ∆F for a lower load of 0.05<br />
kN. The individual test results are displayed<br />
as points and the curves show average and<br />
characteristic (95% survival probability) values.<br />
The failure mode was shank fracture or<br />
fracture in the M8 threading.<br />
The recomm<strong>en</strong>ded load for predominantly<br />
static loading is 2.4 kN. Comparing this value<br />
to the ∆F-N diagram will lead to the conclusion<br />
that X-EM8-15-14 fast<strong>en</strong>ings<br />
designed for 2.4 kN static loading will survive<br />
a large number of load repetitions. The<br />
fast<strong>en</strong>ings can be said to be robust, ev<strong>en</strong><br />
wh<strong>en</strong> the actual loading turns out to be in<br />
part cyclic.<br />
4.44 7 / 2010<br />
Load range [kN]<br />
4.5<br />
4.0<br />
3.5<br />
3.0<br />
2.5<br />
2.0<br />
1.5<br />
1.0<br />
0.5<br />
0.0<br />
Load range (kN)<br />
Mean value (kN)<br />
Characteristic value (kN)<br />
1.E+05 1.E+06<br />
Number of Cycles (LS)<br />
1.E+07
X-CRM8-15-12 (stainless steel fast<strong>en</strong>er)<br />
The X-CRM8-15-12 has a shank diameter of<br />
4.0 mm and a minimum ultimate t<strong>en</strong>sile<br />
str<strong>en</strong>gth of 1,850 MPa. The ∆F-N diagram<br />
shows the load range ∆F for a lower load of<br />
0.05 kN. The individual test results are displayed<br />
as points. The failure mode was<br />
shank fracture or fracture just below the<br />
head of the stud.<br />
The recomm<strong>en</strong>ded load for predominantly<br />
static loading is 1.8 kN. Comparing this<br />
value to the ∆F-N diagram will lead to the<br />
conclusion that X-CRM8-15-12 fast<strong>en</strong>ings<br />
designed for 1.8 kN static loading will<br />
survive a large number of load repetitions.<br />
The fast<strong>en</strong>ings can be said to be robust,<br />
ev<strong>en</strong> wh<strong>en</strong> the actual loading turns out to be<br />
in part cyclic.<br />
Mode of failure under cyclic loading<br />
A major finding of cyclic loading tests is that<br />
the str<strong>en</strong>gth of a DX fast<strong>en</strong>ing subject to<br />
cyclic loading is not limited by failure of the<br />
anchorage. It is only wh<strong>en</strong> the number of<br />
cycles is very low – i.e. predominantly static<br />
loading – that nail pull-out is observed. The<br />
two schematic diagrams below show the<br />
relationship betwe<strong>en</strong> failure mode and number<br />
of cycles. All tests show that the anchorage<br />
of DX fast<strong>en</strong>ers in steel and in concrete<br />
is extremely robust with regard to resisting<br />
cyclic loading. Fast<strong>en</strong>ers subject to a large<br />
number of load repetitions fracture in the<br />
shank, head or threading. A condition for<br />
obtaining this behaviour is that the fast<strong>en</strong>ers<br />
Steel base material<br />
S-N diagram, X-CR M8-15-12<br />
• Load range<br />
Number of load repetitions (LS)<br />
are correctly driv<strong>en</strong>. Fast<strong>en</strong>ers that are not<br />
driv<strong>en</strong> deeply <strong>en</strong>ough exhibit low pull-out<br />
str<strong>en</strong>gth and in a cyclic loading test may not<br />
necessarily fail by fracture.<br />
7 / 2010 4.45<br />
Load range [kN]
Steel base material<br />
Effect of number of cycles on failure<br />
mode<br />
DX fast<strong>en</strong>er in steel (correctly placed)<br />
Load range<br />
Fast<strong>en</strong>er pull-out<br />
1<br />
Fast<strong>en</strong>er fracture<br />
10<br />
Number of load cycles<br />
2 104 106 108 Effect of number of cycles on failure<br />
mode<br />
DX fast<strong>en</strong>er in steel (incorrectly placed)<br />
4.46 7 / 2010<br />
Load range<br />
1<br />
Fast<strong>en</strong>er pull-out<br />
Fast<strong>en</strong>er fracture<br />
10<br />
Number of load cycles<br />
2 104 106 108 In older product information and data sheets, this basic suitability of DX fast<strong>en</strong>ers for cyclic<br />
loading was emphasized by defining the recomm<strong>en</strong>ded loads as cyclic recomm<strong>en</strong>ded<br />
loads. At the time that this product information was assembled, a true safety concept for a<br />
strict check of DX fast<strong>en</strong>ings subject to fatigue loading was not available. With Eurocode 3,<br />
this is today available. If a fatigue design analysis is carried out, it is important – as with static<br />
design – that adequate redundancy be provided.<br />
Failure of the sheet<br />
In cyclic load tests, failure of the steel<br />
sheet itself is common.
5.7 Effect of fast<strong>en</strong>ers on structural steel<br />
Steel base material<br />
Driving powder- or gas-actuated fast<strong>en</strong>ers into a steel member does not remove steel from<br />
the cross-section, but rather displaces steel within the cross-section. It is therefore not<br />
surprising that tests like those described in following sections show that both drilled holes<br />
and screws, either self-drilling or self-tapping, reduce the str<strong>en</strong>gth of a cross-section more<br />
than powder-actuated fast<strong>en</strong>ers.<br />
The results of the tests can also be used to show that it is conservative to consider a powder-actuated<br />
fast<strong>en</strong>er as a hole. This allows the effect of fast<strong>en</strong>ers in a steel member subject<br />
to static loading to be tak<strong>en</strong> into consideration.<br />
Fatigue seldom needs to be considered in building design because the load changes are<br />
usually minor in frequ<strong>en</strong>cy and magnitude. Full design wind and earthquake loading is so<br />
infrequ<strong>en</strong>t that consideration of fatigue is not required. However, fatigue may have to be<br />
considered in the design of crane runways, machinery supports, etc. The S-N curves resulting<br />
from fatigue tests of steel specim<strong>en</strong>s with fast<strong>en</strong>ers installed are also pres<strong>en</strong>ted.<br />
5.7.1 Effect on the stress-strain behaviour of structural steel<br />
The effect that powder-actuated fast<strong>en</strong>ers (PAF's) have on the stress-strain behaviour of<br />
structural steel was investigated in a systematic test programme using t<strong>en</strong>sile test specim<strong>en</strong>s<br />
containing PAF's, self-drilling screws and drilled holes. A control test was carried out<br />
using specim<strong>en</strong>s without any holes or fast<strong>en</strong>ers.<br />
Series A:<br />
• ASTM 607, grade 50<br />
• Cross-section 3.42 x 74 mm<br />
[0.135 x 2.913"]<br />
• X-EDNK22 powder-actuated fast<strong>en</strong>ers,<br />
shank diameter 3.7 mm [0.145"]<br />
• Drilled holes, diameter 3.7 mm [0.145"]<br />
• Self-drilling screws, shank diameter<br />
5.5 mm [0.216"]<br />
Series B:<br />
• S235 and S355 steel<br />
• Cross-section 6 x 45 mm [0.236 x 1.772"]<br />
• Powder-actuated fast<strong>en</strong>ers, shank diameter<br />
4.5 mm [0.177"]<br />
• Drilled holes, diameter 4.5 mm [0.177"]<br />
7 / 2010 4.47
Steel base material<br />
The figures below show repres<strong>en</strong>tative stress-strain curves for the tests (the plotted stress is<br />
based on the gross cross-section). Note that the line for the powder-actuated fast<strong>en</strong>ers<br />
follows the control test line more closely than the lines for drilled holes or self-drilling screws.<br />
Series A<br />
Stress [N/mm 2 ]<br />
500<br />
450<br />
400<br />
350<br />
300<br />
250<br />
200<br />
150<br />
100<br />
ASTM 607, Grade 50<br />
Control Test<br />
Selfdrilling Screws<br />
<strong>Hilti</strong> PAFs<br />
Drilled Holes<br />
50<br />
0<br />
0 5 10 15 20 25 30 35 40<br />
Strain [%]<br />
Series B<br />
15% cross-section reduction 400<br />
20% cross-section reduction<br />
0<br />
0 5 10 15 20 25 30 35 40<br />
Strain [%]<br />
LOAD _DEFORMATION_SERIES_A LOAD _DEFORMATION_SERIES_B<br />
4.48 7 / 2010<br />
500<br />
450<br />
350<br />
300<br />
250<br />
200<br />
150<br />
100<br />
50<br />
S 235<br />
Control Test<br />
<strong>Hilti</strong> PAFs<br />
Drilled Holes<br />
The test results were evaluated in terms of utilization as a measure of ultimate str<strong>en</strong>gth.<br />
Utilization is the ultimate load of a sample expressed as a perc<strong>en</strong>t of the ultimate load of the<br />
control test.<br />
Series A<br />
Utilization [%]<br />
102<br />
100<br />
98<br />
96<br />
94<br />
92<br />
90<br />
88<br />
86<br />
Ultimate T<strong>en</strong>sile Str<strong>en</strong>gth<br />
American Grade 50 Steel<br />
X-EDNK22<br />
"PAF -<br />
Holes"<br />
Drilled Holes<br />
Selfdrilling<br />
Screws<br />
Series B<br />
84<br />
86<br />
0 5 10 15 20 25<br />
0 5 10 15 20<br />
Reduction of Cross Section [%] Reduction of Cross Section [%]<br />
102<br />
100<br />
98<br />
96<br />
94<br />
92<br />
90<br />
88<br />
ENP2,<br />
S235<br />
X-EM10,<br />
S235<br />
X-CRM8,<br />
S235<br />
Drilled Holes,<br />
S235<br />
ENP2,<br />
S355<br />
Drilled Holes,<br />
S355<br />
Graphs of the utilization versus cross-section reductions show that:<br />
• The utilization for PAFs is clearly better than that of drilled holes or self-drilling screws.<br />
• The hole left by a removed PAF has the same effect as wh<strong>en</strong> the PAF is left in place.<br />
• Increasing the number of PAFs across a section from one to two or more has a proportionally<br />
smaller effect on utilization than placem<strong>en</strong>t of the first fast<strong>en</strong>er.<br />
Stress [N/mm 2 ]<br />
Utilization [%]<br />
Ultimate T<strong>en</strong>sile Str<strong>en</strong>gth<br />
S235 and S355
Steel base material<br />
More detailed information on the test program and findings is published in the paper Powder-actuated<br />
fast<strong>en</strong>ers in steel construction (and the refer<strong>en</strong>ced literature), published in<br />
the STAHLBAU-Kal<strong>en</strong>der 2005 (Publisher Ernst & Sohn, 2005, ISBN 3-433-01721-2). English<br />
Reprints of the paper can be distributed per request.<br />
5.7.2 Effect on the fatigue str<strong>en</strong>gth of structural steel<br />
During the late 1970s and early 1980s, a fatigue testing program consisting of 58 tests with<br />
over 1,100 specim<strong>en</strong>s was carried out at the University of Darmstadt in Germany. The reason<br />
for the research at that time was to support the use of powder-actuated fast<strong>en</strong>ers for attaching<br />
noise-damp<strong>en</strong>ing cladding to railway bridges in Germany.<br />
Parameters investigated in those tests are shown in following table:<br />
Steel grade Steel thicknesses Stress ratio R Imperfections<br />
S 235 (St 37) / 6, 10, 15, 20, 0.8, 0.5, 0.14, Fast<strong>en</strong>er:<br />
A36 26.5, 40, 50 mm -1.0, -3.0 - installed and pulled out,<br />
S 355 (St 52) / [0.236, 0.394, 0.591, - inclined installation and pulled out<br />
grade 50 1.043, 1.575, 1.969"] - inclined installation<br />
Loading conditions<br />
The terminology and notation is shown in the illustration below.<br />
σmax = maximum stress<br />
σmin = minimum stress<br />
σmean = mean stress<br />
σa = stress amplitude<br />
∆σ (or SB) = stress range<br />
σmin R =<br />
σmax<br />
= stress ratio<br />
N = number of cycles<br />
7 / 2010 4.49
Steel base material<br />
Fast<strong>en</strong>ers tested<br />
The primary fast<strong>en</strong>er used in the tests was the <strong>Hilti</strong> ENP3-21 L15, the forerunner of the<br />
ENP2-21 L15. The differ<strong>en</strong>ce is in the head shape, which has no effect on interaction with<br />
the base steel. Tests were also performed with the ENP2-21 L15, ENP3-21 D12 and the<br />
EM8-11-14 threaded stud, all of which have 4.5 mm diameter knurled shanks.<br />
ENP3-21 L15 ENP2-21 L15 ENP3-21 D12 EM8-11-14 P8<br />
The results of the tests were<br />
evaluated by Niessner and<br />
Prof. T. Seeger from the University<br />
of Darmstadt in accordance<br />
with the provisions of<br />
Eurocode 3. An example plot<br />
of one test series is giv<strong>en</strong> at<br />
the right. The graph allows for<br />
a comparison with European<br />
fatigue categories 90 (m = 3)<br />
and 100 (m = 5) as well as<br />
American categories according<br />
to AWS-provisions.<br />
Stress Range [ksi]<br />
Effekt of <strong>Hilti</strong> PAFs on Fatigue Str<strong>en</strong>gth of Structural Steel<br />
Comparison of Fatigue Test Data with AWS S-N curves<br />
Cycle Life<br />
Conclusions<br />
• The effect of driving a <strong>Hilti</strong> powder-actuated fast<strong>en</strong>er on the fatigue str<strong>en</strong>gth is well known<br />
and predictable.<br />
• The constructional detail “Effect of powder-actuated fast<strong>en</strong>ers on base material” (unalloyed<br />
carbon steel) was evaluated by Niessner and Seeger from the University of Darmstadt<br />
in compliance with Eurocode 3.<br />
• The EC 3 detail category 90 with m = 3 or the detail category 100 with m = 5 is alternatively<br />
applicable.<br />
• Wrong fast<strong>en</strong>er installations as popped out or inclined fast<strong>en</strong>ers are covered. Piston marks<br />
in the base material due to wrong use of the tool without a fast<strong>en</strong>er or notches due to fast<strong>en</strong>ers<br />
failed during the installation have to be removed by appropriate measures.<br />
4.50 7 / 2010<br />
Stress Range [N/mm 2 ]
Steel base material<br />
More detailed information on the evaluation of the test data and the test program is published<br />
in the paper “Fatigue str<strong>en</strong>gth of structural steel with powder-actuated fast<strong>en</strong>ers<br />
according to Eurocode 3” by Niessner M. and Seeger T. (Stahlbau 68, 1999, issue 11, pp.<br />
941-948).<br />
English reprints of this paper can be distributed per request.<br />
7 / 2010 4.51
Concrete base material<br />
6. Concrete base material<br />
6.1 Anchoring mechanisms<br />
The following three mechanisms cause a DX-/GX-fast<strong>en</strong>er to hold in concrete:<br />
• Bonding / sintering<br />
• Keying<br />
• Clamping<br />
These mechanisms have be<strong>en</strong> id<strong>en</strong>tified and studied by analyzing pull-out test data and by<br />
microscopic examination of pulled-out fast<strong>en</strong>ers and the concrete to fast<strong>en</strong>er interface.<br />
Bonding / sintering<br />
Wh<strong>en</strong> driving a fast<strong>en</strong>er into concrete, the<br />
concrete is compacted. The int<strong>en</strong>se heat<br />
g<strong>en</strong>erated during driving causes concrete to<br />
be sintered onto the fast<strong>en</strong>er. The str<strong>en</strong>gth<br />
of this sintered bond is actually greater than<br />
that of the clamping effect due to reactive<br />
forces of the concrete on the fast<strong>en</strong>er.<br />
The exist<strong>en</strong>ce of the sintered bond is<br />
demonstrated by examining pulled-out fast<strong>en</strong>ers.<br />
The fast<strong>en</strong>er surface, especially in<br />
the region of the point, is rough due to sintered-on<br />
concrete, which can only be<br />
removed by using a grinding tool.<br />
Wh<strong>en</strong> performing pull-out tests, the most<br />
common failure mode is breakage of the sintered<br />
bond betwe<strong>en</strong> the concrete and the<br />
fast<strong>en</strong>er, especially at and near the point.<br />
Keying<br />
The sintered material forms ridges on the<br />
fast<strong>en</strong>er surface. These ridges result in a<br />
micro-interlocking of the fast<strong>en</strong>er and the<br />
concrete.<br />
This anchoring mechanism is studied by<br />
examining pulled-out fast<strong>en</strong>ers under a<br />
microscope. As in the case of sintering, keying<br />
is primarily active in the region of the fast<strong>en</strong>er<br />
point.<br />
Sintered point<br />
Mechanically cleaned point of a pulled-out<br />
DX fast<strong>en</strong>er<br />
4.52 11 / 2009
Clamping<br />
The compressibility of concrete limits the<br />
buildup of compressive stress around the<br />
driv<strong>en</strong> fast<strong>en</strong>er. This in turn limits the effectiv<strong>en</strong>ess<br />
of clamping as an anchoring mechanism.<br />
Concrete failure<br />
Concrete cone failure is occasionally<br />
observed wh<strong>en</strong> using a testing device with<br />
widely spaced supports. The fact that the<br />
concrete failed indicates that the fast<strong>en</strong>er<br />
bond to the concrete was stronger than the<br />
concrete.<br />
Concrete base material<br />
The t<strong>en</strong>d<strong>en</strong>cy of stressed concrete to relax<br />
further reduces the compressive stress and<br />
h<strong>en</strong>ce the clamping effect. For these reasons,<br />
clamping of the fast<strong>en</strong>er shank contributes<br />
only insignificantly to the total pullout<br />
str<strong>en</strong>gth.<br />
11 / 2009 4.53
Concrete base material<br />
6.2 Factors influ<strong>en</strong>cing resistance to pull-out<br />
Factors that can affect the pull-out str<strong>en</strong>gth of fast<strong>en</strong>ings to concrete include:<br />
• Depth of p<strong>en</strong>etration into the concrete<br />
• Concrete parameter (compressive str<strong>en</strong>gth, grain structure, direction of concrete placem<strong>en</strong>t)<br />
• Distance to concrete edge and fast<strong>en</strong>er spacing<br />
Depth of p<strong>en</strong>etration hET<br />
Fast<strong>en</strong>ers that are driv<strong>en</strong> deeper typically<br />
have a higher resistance to pull-out. This<br />
relation is best shown by placing groups of<br />
fast<strong>en</strong>ers with differ<strong>en</strong>t driving <strong>en</strong>ergy and<br />
comparing the results for each group with<br />
the others. The result of such a test is shown<br />
in the graph at the right. Note that fast<strong>en</strong>er<br />
driving failures were not considered in calculation<br />
of the average ultimate load, Nu,m.<br />
The value of increasing the depth of p<strong>en</strong>etration<br />
in order to increase pull-out str<strong>en</strong>gth<br />
is limited by the increasing fast<strong>en</strong>er driving<br />
failure rate. Provided that the p<strong>en</strong>etration<br />
depth is the same, fast<strong>en</strong>ings in concrete<br />
with a higher compressive str<strong>en</strong>gth hold better<br />
than fast<strong>en</strong>ings in lower str<strong>en</strong>gth con-<br />
Pull-out str<strong>en</strong>gth and fast<strong>en</strong>er driving failure<br />
rate both increase with increasing p<strong>en</strong>etration<br />
depth. The optimum depth of p<strong>en</strong>etration<br />
is tak<strong>en</strong> as the depth at which the yield<br />
in terms of pull-out str<strong>en</strong>gth begins to<br />
decrease. This is within a range of 18–32<br />
mm dep<strong>en</strong>ding on the grade and age of the<br />
concrete as well as the str<strong>en</strong>gth of the fast<strong>en</strong>er.<br />
yield<br />
u,m<br />
crete. The ability to exploit this characteristic<br />
is also limited by increased fast<strong>en</strong>er driving<br />
failure rate with higher str<strong>en</strong>gth concrete.<br />
As could be expected, the depth of p<strong>en</strong>etration<br />
at which the failure rate is at a minimum<br />
decreases with increasing concrete<br />
str<strong>en</strong>gth.<br />
4.54 11 / 2009<br />
Mean ultimate pullout Nu,m [kN]<br />
Average ultimate pull-out Nu,m [kN]<br />
Depth of p<strong>en</strong>etration h ET [mm]<br />
Optimal depth<br />
0f p<strong>en</strong>etration<br />
Depth of p<strong>en</strong>etration h ET [mm]<br />
Failure rate, p (%)
Concrete parameters<br />
The concrete parameters (such as the<br />
type and size of concrete aggregates,<br />
type of cem<strong>en</strong>t and the location on top or<br />
bottom surface of a concrete floor) do<br />
affect the fast<strong>en</strong>er driving failure rate,<br />
sometimes significantly.<br />
Fast<strong>en</strong>er driving failures are caused by the<br />
fast<strong>en</strong>er hitting a hard aggregate, such as<br />
granite, located close to the concrete surface.<br />
A hard aggregate can deflect the<br />
fast<strong>en</strong>er and in a severe case, the fast<strong>en</strong>er<br />
may b<strong>en</strong>d excessively, leading to con-<br />
Overhead fast<strong>en</strong>ing is usually associated<br />
with a higher rate of fast<strong>en</strong>er driving failure<br />
than floor fast<strong>en</strong>ing. This is due to the distribution<br />
of the aggregates within the concrete.<br />
Large aggregates t<strong>en</strong>d to accumulate at the<br />
bottom of a floor slab. At the top, there is a<br />
greater conc<strong>en</strong>tration of small aggregates<br />
and fines.<br />
Concrete base material<br />
crete fracture in a cone shape and no hold<br />
being obtained by the fast<strong>en</strong>er.<br />
In case of slight fast<strong>en</strong>er b<strong>en</strong>ding, concrete<br />
spalling may occur at the surface.<br />
However, because pull-out str<strong>en</strong>gth is<br />
obtained mostly in the area of the fast<strong>en</strong>er<br />
point, concrete spalling does not affect<br />
the permissible load of the DX-/GX-fast<strong>en</strong>ing.<br />
Softer aggregates such as limestone,<br />
sandstone or marble may be completely<br />
p<strong>en</strong>etrated wh<strong>en</strong> hit by the fast<strong>en</strong>er.<br />
Top side<br />
Bottom side<br />
11 / 2009 4.55<br />
Concrete placem<strong>en</strong>t
Concrete base material<br />
There are several possible ways of reducing<br />
the failure rate wh<strong>en</strong> powder-actuated<br />
fast<strong>en</strong>ers are used for fast<strong>en</strong>ing to concrete.<br />
There are two basic ideas: one is to<br />
Pre-drilling the concrete (DX-Kwik)<br />
By pre-drilling a very small hole (5mm diameter,<br />
18 or 23 mm deep), the stresses are<br />
relocated to greater depth in the concrete.<br />
Fast<strong>en</strong>ers placed with DX-Kwik are surrounded<br />
by a stress “bulb” located deep in<br />
the concrete. With this method, virtually no<br />
fast<strong>en</strong>er driving failures occur.<br />
Spall stop fast<strong>en</strong>er guide<br />
A spall stop is a heavy steel fast<strong>en</strong>er guide.<br />
Its weight and inertia counteract the stresses<br />
at the surface for a very short time. This<br />
allows redistribution of the stresses to other<br />
parts of the concrete.<br />
Changing from a long to a short fast<strong>en</strong>er<br />
reduces the magnitude of the stresses<br />
and thus the rate of fast<strong>en</strong>er driving failure.<br />
reduce concrete t<strong>en</strong>sile stresses near the<br />
surface and the other is to delay the effect<br />
of these stresses.<br />
4.56 11 / 2009
Edge distance and fast<strong>en</strong>er spacing<br />
If fast<strong>en</strong>ers are placed too close to the concrete<br />
edge, pull-out load capacity will be<br />
reduced. Minimum edge distances are<br />
therefore published with a view to reducing<br />
the effect edges have on pull-out str<strong>en</strong>gth.<br />
The corresponding data has be<strong>en</strong> obtained<br />
from tests and analysis and is giv<strong>en</strong> in part 2<br />
of this manual.<br />
Additional provision is made for fast<strong>en</strong>er<br />
spacing wh<strong>en</strong> positioned in pairs or where<br />
fast<strong>en</strong>ers are placed in rows along a concrete<br />
edge.<br />
These edge distances and spacing also<br />
have the purpose of helping to prev<strong>en</strong>t concrete<br />
spalling and/or cracking due to fast<strong>en</strong>ing.<br />
However, spalling has g<strong>en</strong>erally only an<br />
insignificant influ<strong>en</strong>ce on pull-out str<strong>en</strong>gth.<br />
Concrete base material<br />
50 60<br />
Edge distance (mm)<br />
70 80<br />
11 / 2009 4.57<br />
Pullout str<strong>en</strong>gth (kN)<br />
8<br />
7<br />
6<br />
5<br />
4<br />
40<br />
3.7 mm shank diameter<br />
B15/55<br />
6.3 Effect of time on pull-out resistance<br />
The effect of age on pull-out str<strong>en</strong>gth has be<strong>en</strong> investigated in compreh<strong>en</strong>sive tests.<br />
The main concern is, in fact, the effect of concrete relaxation in the area around the driv<strong>en</strong><br />
fast<strong>en</strong>er.<br />
This graph provides an overview of tests<br />
performed with DX-Kwik fast<strong>en</strong>ers. Since<br />
standard DX fast<strong>en</strong>ings have the same<br />
anchoring mechanism, this statem<strong>en</strong>t is also<br />
valid for standard DX fast<strong>en</strong>ings. The test<br />
results indicate very strongly that relaxation<br />
of the concrete has no detrim<strong>en</strong>tal effect on<br />
the pull-out resistance of DX fast<strong>en</strong>ings.<br />
The test data also shows that sintering and<br />
keying are the dominant anchorage mechanisms<br />
because they do not rely on friction<br />
betwe<strong>en</strong> the fast<strong>en</strong>er and the concrete.<br />
Nu,m [kN]<br />
Time [years]<br />
minimum
Concrete base material<br />
6.4 Effect on concrete compon<strong>en</strong>ts<br />
Fast<strong>en</strong>ings in the compression zone of the structure have no effect on concrete compressive<br />
resistance as long as detailed provisions on edge distance and spacing are complied with.<br />
Fast<strong>en</strong>ings in the t<strong>en</strong>sile zone are subject to the following provisions:<br />
a. Installations on plain load-bearing<br />
compon<strong>en</strong>ts such as concrete walls or<br />
ceilings are g<strong>en</strong>erally possible without<br />
restrictions as the load-bearing behaviour<br />
of these compon<strong>en</strong>ts is only negligibly<br />
affected by the fast<strong>en</strong>ers. The predominant<br />
condition is static loading.<br />
This statem<strong>en</strong>t is based on experim<strong>en</strong>tal<br />
investigations carried out at the Technical<br />
University of Braunschweig, Germany.<br />
b. Fast<strong>en</strong>ings in reinforced concrete beams:<br />
it has to be <strong>en</strong>sured that the main rein-<br />
If the concrete is too thin, concrete will spall<br />
off on the rear surface. The minimum thickness<br />
of concrete dep<strong>en</strong>ds on the shank<br />
diameter of the fast<strong>en</strong>er used.<br />
forcem<strong>en</strong>t steel will not be hit or p<strong>en</strong>etrated<br />
by the DX fast<strong>en</strong>ers. This measure of<br />
precaution is mainly founded on the<br />
reduction of the ultimate strain of the steel<br />
reinforcem<strong>en</strong>t. Exceptions are possible<br />
wh<strong>en</strong> the structural <strong>en</strong>gineer responsible<br />
for design is consulted.<br />
c. Fast<strong>en</strong>ings in pre-stressed concrete<br />
members:<br />
it has to be <strong>en</strong>sured that the pre-stressing<br />
steel reinforcem<strong>en</strong>t or cables will not be<br />
hit or p<strong>en</strong>etrated by the DX fast<strong>en</strong>ers.<br />
Fast<strong>en</strong>er shank Minimum concrete<br />
diameter thickness<br />
dnom (mm) hmin (mm)<br />
3.0 60<br />
3.5 / 3.7 80<br />
4.5 100<br />
5.2 100<br />
4.58 11 / 2009
7. Masonry base material<br />
7.1 G<strong>en</strong>eral suitability<br />
Direct fast<strong>en</strong>ing technology can also be<br />
used on masonry. The joints betwe<strong>en</strong> bricks<br />
or blocks and the covering plaster layer on<br />
virtually all types of masonry (exception for<br />
Masonry base material<br />
lightweight aerated concrete blocks) provide<br />
an excell<strong>en</strong>t substrate for light-duty and<br />
secondary fast<strong>en</strong>ings.<br />
Suitability table: DX fast<strong>en</strong>ing on masonry<br />
Masonry material Unplastered masonry Plastered masonry<br />
Fast<strong>en</strong>ings Fast<strong>en</strong>ings Fast<strong>en</strong>ing<br />
in mortar joints* in masonry in plaster<br />
(joint width ≥ 10 mm) blocks or bricks (thickness ≥ 20 mm)<br />
Clay brick<br />
solid ++ + ++<br />
vertical perforated ++ –– ++<br />
horizontally perforated ++<br />
Clay clinker<br />
–– ++<br />
solid ++ + ++<br />
vertical perforated<br />
Sand-lime block<br />
++ –– ++<br />
solid ++ ++ ++<br />
perforated ++ ++ ++<br />
hollow ++ ++ ++<br />
Aerated concrete<br />
Lightweight concrete<br />
–– –– ––<br />
solid ++ – ++<br />
hollow ++ – ++<br />
Hollow concrete<br />
Slag aggregate<br />
++ + ++<br />
solid ++ – –<br />
perforated ++ – ++<br />
hollow ++ – ++<br />
++ suitable + limited suitability – not fully investigated –– not suitable<br />
*) Joints must be completely filled with mortar<br />
The above table is based on laboratory and field experi<strong>en</strong>ce. Because of the wide variety of<br />
types and forms of masonry in use worldwide, users are advised to carry out tests on site or<br />
on masonry of the type and form on which the fast<strong>en</strong>ings are to be made.<br />
11 / 2009 4.59
Temperature effects<br />
8. Temperature effects on the fast<strong>en</strong>ing<br />
8.1 Effect of low temperatures on fast<strong>en</strong>ers<br />
Steel t<strong>en</strong>ds to become more brittle with<br />
decreasing temperature. Increased developm<strong>en</strong>t<br />
of natural resources in Arctic<br />
regions has led to the introduction of steels<br />
that are less susceptible to brittle failure at<br />
subzero temperatures. Most siding and<br />
decking fast<strong>en</strong>ers are used to fast<strong>en</strong> the<br />
liner sheets of an insulated structure and<br />
are not exposed to extremely low tempera-<br />
Low temperature embrittlem<strong>en</strong>t<br />
The susceptibility of fast<strong>en</strong>ers to become<br />
brittle at low temperatures can be shown<br />
by conducting impact b<strong>en</strong>ding tests over a<br />
chos<strong>en</strong> temperature range. The ability of<br />
tures during service. Examples of situations<br />
where the fast<strong>en</strong>ings are exposed to<br />
extremely low temperatures during their<br />
service life are:<br />
• Fast<strong>en</strong>ings securing cladding in singleskin<br />
construction<br />
• Construction sites left unfinished over a<br />
winter<br />
• Liner sheets in a cold-storage warehouse<br />
<strong>Hilti</strong> drive pins to remain ductile over a temperature<br />
range from +20°C to –60°C is<br />
shown clearly by the fact that the impact<br />
<strong>en</strong>ergy required remains nearly constant<br />
throughout this temperature range.<br />
Impact b<strong>en</strong>ding test - DSH57 (4.5 mm diameter, HRC 58 ± 1)<br />
Temperature Impact <strong>en</strong>ergy (foot-pounds) Impact <strong>en</strong>ergy (Joules)<br />
°F °C minimum maximum mean minimum maximum mean<br />
68 20 35.1 >36.1 >36.1 47.6 >48.9 >48.9<br />
32 0 35.8 >36.1 36.0 48.5 >48.9 48.8<br />
– 4 –20 31.4 >36.1 34.3 42.6 >48.9 46.5<br />
–40 –40 34.4 36.5 35.7 46.6 49.4 48.4<br />
–76 –60 35.6 36.2 35.9 48.2 49.0 48.7<br />
Impact b<strong>en</strong>ding test - X-CR (4.0 mm diameter)<br />
Temperature Impact <strong>en</strong>ergy (foot-pounds) Impact <strong>en</strong>ergy (Joules)<br />
°F °C minimum maximum mean minimum maximum mean<br />
68 20 14.8 17.0 15.9 20 23 21.6<br />
32 0 17.7 15.5 18.3 24 21 24.8<br />
– 4 –20 14.8 15.9 15.5 20 21.6 21.0<br />
–40 –40 16.2 17.9 16.8 21.9 24.2 22.8<br />
–76 –60 14.2 15.6 15.1 19.2 21.1 20.5<br />
4.60 11 / 2009
8.2 Effect of low temperatures on fast<strong>en</strong>ings to steel<br />
Effect of low temperatures on pull-out<br />
str<strong>en</strong>gth<br />
Tests show that very low temperatures t<strong>en</strong>d<br />
to increase pull-out str<strong>en</strong>gth with both standard<br />
zinc-plated fast<strong>en</strong>ers and with the stainless<br />
steel. The results of two tests are summarized<br />
below. The fast<strong>en</strong>ers were driv<strong>en</strong> at<br />
Base steel: S355K2G3<br />
h = 25 mm<br />
f y = 402 MPa<br />
f u = 538 MPa<br />
Fast<strong>en</strong>ed material: sheet steel, 2 x 1 mm<br />
Tool: DX 750<br />
Fast<strong>en</strong>er: ENPH2-21 L15<br />
o 7.4<br />
[0.291"]<br />
o 4.5<br />
[0.177"]<br />
gelb<br />
yellow<br />
jaune<br />
amarillo<br />
o 15<br />
[0.591"]<br />
25.8<br />
[1.016"]<br />
Temperature effects<br />
Impact b<strong>en</strong>ding test - X-CR (3.7 mm diameter)<br />
Temperature Impact <strong>en</strong>ergy (foot-pounds) Impact <strong>en</strong>ergy (Joules)<br />
°F °C minimum maximum mean minimum maximum mean<br />
68 20 11.5 14.8 13.2 15.6 20.0 17.9<br />
32 0 12.9 16.3 15.1 17.5 22.1 20.4<br />
– 4 –20 13.1 15.8 14.7 17.8 21.4 19.9<br />
–40 –40 14.2 15.8 14.8 19.2 21.4 20.1<br />
–76 –60 12.3 15.0 13.7 16.7 20.3 18.6<br />
Tests conducted according to DIN EN 10045 parts 1–4<br />
Distance betwe<strong>en</strong> supports = 22 mm<br />
The symbol “>” indicates no breakage of the specim<strong>en</strong>s. In the other cases, about 50% of the specim<strong>en</strong>s suffered breakage.<br />
room temperature and tested at –40°C to<br />
–70°C. A control sample was tested at 20°C.<br />
Explanations for the greater str<strong>en</strong>gth at low<br />
temperatures include increase in the str<strong>en</strong>gth<br />
of the zinc that is displaced into the knurling<br />
as well as increased str<strong>en</strong>gth of the fusing at<br />
the point of the fast<strong>en</strong>er.<br />
11 / 2009 4.61<br />
Pullout load [kN]<br />
≈ 20°<br />
≤ – 40°<br />
≈ 20°<br />
≤ – 40°<br />
N5% Nu,m
Temperature effects<br />
Base steel : h = 20 mm<br />
f u = 450 MPa<br />
Fast<strong>en</strong>ed material :none<br />
Tool : DX 750 G<br />
Fast<strong>en</strong>er : X-CRM8-15-12 FP10<br />
M8 o 4<br />
14 12,5<br />
30<br />
o10<br />
Two facts stand out from this testing:<br />
• Pull-out str<strong>en</strong>gth increased as temperature decreased<br />
• Pull-out from the base steel was the only mode of failure observed. There were no<br />
fractures!<br />
4.62 11 / 2009<br />
Pullout load [kN]<br />
ca. 20°<br />
≤ 40°<br />
ca. 20°<br />
≤ 40°<br />
N5% Nu,m
8.3 Fire rating of fast<strong>en</strong>ings to steel<br />
Standard zinc-plated, thermally hard<strong>en</strong>ed<br />
steel fast<strong>en</strong>ers<br />
Wh<strong>en</strong> subjected to high temperatures as in a<br />
fire, both powder-actuated fast<strong>en</strong>ers and<br />
% of value at 20°C [68°F]<br />
Up to about 300°C [572°F], the str<strong>en</strong>gth loss<br />
for DX fast<strong>en</strong>ers is roughly proportional to<br />
the yield str<strong>en</strong>gth loss of structural steel. At<br />
600°C [1112°F], DX fast<strong>en</strong>ers have about<br />
12% of their 20°C [68°F] str<strong>en</strong>gth left and<br />
structural steel about 26%. Since DX fast<strong>en</strong>ers<br />
obtain their high str<strong>en</strong>gth through a thermal<br />
hard<strong>en</strong>ing process, the loss in str<strong>en</strong>gth<br />
at elevated temperatures is proportionally<br />
greater than for structural steel.<br />
The relevance of differ<strong>en</strong>t str<strong>en</strong>gth losses<br />
has to be evaluated in the context of the<br />
proportion of the material str<strong>en</strong>gths that are<br />
actually exploited in a design. In a design<br />
calculation, it is conceivable that some steel<br />
will actually reach yield stress.<br />
The material str<strong>en</strong>gths of an X-ENP-19 L15<br />
Temperature effects<br />
structural steel lose str<strong>en</strong>gth. Data for standard<br />
zinc-plated, thermally hard<strong>en</strong>ed fast<strong>en</strong>ers<br />
and structural steel are plotted in the<br />
graph below.<br />
T [°F]<br />
32<br />
120<br />
212 392 572 752 932 1112 1292<br />
100<br />
80<br />
60<br />
40<br />
20<br />
vu of DX fast<strong>en</strong>er<br />
fu of DX fast<strong>en</strong>er<br />
E of structural steel<br />
fy of structural steel<br />
0<br />
0 100 200 300 400 500 600 700<br />
T [°C]<br />
fast<strong>en</strong>er is 30 kN [6.74 kips] in t<strong>en</strong>sion and<br />
18.6 kN [4.18 kips] in shear respectively.<br />
The recomm<strong>en</strong>ded working load in t<strong>en</strong>sion<br />
and shear for an X-ENP-19 L15 16 gauge<br />
(1.5 mm) fast<strong>en</strong>ing is 4.7 kN [1.057 kips] in<br />
t<strong>en</strong>sion and 4.6 kN [1.034 kips] in shear,<br />
respectively. Thus, the exploitation of the<br />
X-ENP-19 L15 str<strong>en</strong>gth at about 600°C is<br />
only 16 to 25% compared to about 74% for<br />
structural steel.<br />
In a fire, powder-actuated fast<strong>en</strong>ings will not<br />
be the governing factor. If the fire protection<br />
requirem<strong>en</strong>ts permit the use of structural<br />
steel, th<strong>en</strong> powder-actuated fast<strong>en</strong>ing can<br />
also be used without negative impact on fire<br />
protection.<br />
11 / 2009 4.63
Temperature effects<br />
CR500 stainless steel fast<strong>en</strong>ers<br />
<strong>Hilti</strong> X-CR/X-CRM fast<strong>en</strong>ers are much more<br />
resistant to loss of str<strong>en</strong>gth at high temperatures<br />
than standard fast<strong>en</strong>ers. The effect of<br />
temperature on ultimate shear stress of<br />
X-CR/X-CRM/X-BT fast<strong>en</strong>ers was determined<br />
in single lap joint shear tests by the<br />
Ultimate shear stress [MPa]<br />
In Japan, similar tests were carried out by<br />
JTICM (Japan). These tests were done by<br />
driving a 4.5 mm diameter X-CR nail through<br />
a 6 mm steel plate into a second 6 mm thick<br />
steel plate and shearing the two plates.<br />
From the graph it is appar<strong>en</strong>t that the results<br />
are nearly the same.<br />
Swiss Federal Laboratory for Materials Testing<br />
and Research (EMPA). The results are<br />
plotted in the diagram below. This test was<br />
done by shearing 4.5 mm diameter fast<strong>en</strong>ers<br />
that were inserted in steel plates with<br />
4.6 mm diameter drilled holes.<br />
EMPA JTIMC<br />
Temperature [°C]<br />
At 600°C, the CR500 material has 64% of its<br />
20°C shear str<strong>en</strong>gth left. By comparison,<br />
standard fast<strong>en</strong>ers have only 12% and<br />
structural steel only about 26%. The excell<strong>en</strong>t<br />
fire resistance of the CR500 material<br />
alone justifies its use for some applications.<br />
4.64 11 / 2009<br />
Ultimate shear stress [MPa]<br />
Temperature [°C]
Temperature effects<br />
8.4 Fire rating of fast<strong>en</strong>ings to concrete<br />
Concrete is weak<strong>en</strong>ed and damaged by fire but not as quickly as steel. In ISO-standard fire<br />
tests conducted with DX-Kwik fast<strong>en</strong>ings at the Braunschweig Technical University in Germany<br />
the only failure mode was fracture of the nails.<br />
The actual test data are shown in the table below:<br />
X-DKH 48 P8S15 DX-Kwik fast<strong>en</strong>er, 4.0 shank<br />
Tested T<strong>en</strong>sile load, Fire resistance/ Failure mode<br />
in crack width F time to failure<br />
∆W (mm) (N) (minutes)<br />
0.2 250 103 Nail fracture<br />
0.2 250 107 Nail fracture<br />
0.2 350 73 Nail fracture<br />
0.2 350 91 Nail fracture<br />
0.2 500 56 Washer pullover<br />
0.2 500 92 Nail fracture<br />
0.2 500 93 Nail fracture<br />
The stress in the fast<strong>en</strong>ers at failure was calculated and plotted so that a plot of stress<br />
versus time resulted.<br />
The characteristic failure<br />
stress curve from the previous<br />
graph can be used to calculate<br />
the failure load for various<br />
shank diameters with<br />
exposure to fire of differ<strong>en</strong>t<br />
l<strong>en</strong>gths of time. The calculated<br />
failure loads for 3.7, 4.0<br />
and 4.5 mm shank diameter<br />
fast<strong>en</strong>ers after 60, 90 and 120<br />
minutes exposure to fire are<br />
shown in the table below.<br />
Stress in fast<strong>en</strong>er [MPa]<br />
Fire resistance of DX-Kwik fast<strong>en</strong>ers<br />
Characteristic failure stress<br />
Time to failure [minutes]<br />
11 / 2009 4.65
Temperature effects<br />
Failure loads for various shank diameters and fire exposure times<br />
Shank Fire exposure time and failure stress<br />
diameter 60 minutes 90 minutes 120 minutes<br />
(mm) 32.1 MPa 22.3 MPa 19.1 MPa<br />
3.7 340 N 240 N 200 N<br />
4.0 400 N 280 N 240 N<br />
4.5 510 N 350 N 300 N<br />
This table can be used to determine recomm<strong>en</strong>ded loads for the ISO fire resistance<br />
required.<br />
4.66 11 / 2009
9. Design concepts<br />
The recomm<strong>en</strong>ded working loads Nrec and<br />
Vrec are suitable for use in typical working<br />
load designs. If a partial factor of safety<br />
design method is to be used, the Nrec and<br />
Vrec values are conservative wh<strong>en</strong> used as<br />
NRd and VRd. Alternatively, the design<br />
resistance may be calculated from the recomm<strong>en</strong>ded<br />
loads by multiplying by the factor<br />
1.4, which considers the uncertainties<br />
from the load on the fast<strong>en</strong>ers. Exact values<br />
The designer may <strong>en</strong>counter two main fast<strong>en</strong>ing design concepts:<br />
Working load concept<br />
NS ≤ Nrec =<br />
NRk<br />
γGLOB<br />
where γGLOB is an overall factor of safety<br />
including allowance for:<br />
• errors in estimation of load<br />
• deviations in material and workmanship<br />
and NS is in g<strong>en</strong>eral a characteristic acting<br />
load.<br />
NS ≅ NSk<br />
Design concepts<br />
for NRd and VRd can be determined by using<br />
the safety factors where giv<strong>en</strong> and or<br />
reviewing test data. Based on cyclic tests it<br />
can be stated that DX fast<strong>en</strong>ings can be said<br />
to be robust, ev<strong>en</strong> wh<strong>en</strong> the actual loading<br />
turns out to be in part cyclic. Design loads<br />
(characteristic str<strong>en</strong>gth, design resistance<br />
and working loads) for the X-HVB shear<br />
connector are listed and specified per<br />
design guideline.<br />
Partial factors of safety<br />
NRk<br />
NSk × γF = NSd ≤ γ = NRd<br />
M<br />
where:<br />
γ F is a partial factor of safety to allow for<br />
errors in estimation on the acting load and<br />
γ M is a partial factor of safety to allow for<br />
deviations in material and workmanship.<br />
11 / 2009 4.67
Design concepts<br />
The characteristic str<strong>en</strong>gth is defined as 5%<br />
fractile:<br />
NRk = Nu,m - k × S<br />
The k factor is a function of the sample size<br />
and the accuracy required. The characteristic<br />
str<strong>en</strong>gth of fast<strong>en</strong>ings to concrete is<br />
determined based on a 90% probability<br />
while fast<strong>en</strong>ings to steel are based on a 75%<br />
probability.<br />
Structural analysis of the fast<strong>en</strong>ed part (e.g.<br />
roof deck panel or pipe hung from a number<br />
of fast<strong>en</strong>ings) leads to calculation of the load<br />
acting on a single fast<strong>en</strong>ing, which is th<strong>en</strong><br />
compared to the recomm<strong>en</strong>ded load (or<br />
design value of the resistance) for the fast<strong>en</strong>er.<br />
In spite of this single-point design<br />
concept, it is necessary to <strong>en</strong>sure adequate<br />
redundancy so that failure of a single fast<strong>en</strong>ing<br />
will not lead to collapse of the <strong>en</strong>tire system.<br />
The old saying “one bolt is no bolt” can<br />
also be applied to DX fast<strong>en</strong>ing.<br />
For standard DX fast<strong>en</strong>ings on concrete, a<br />
probability-based design concept based<br />
on multiple fast<strong>en</strong>ing is applied in order to<br />
allow for fast<strong>en</strong>er driving failures and the<br />
large scatter in holding power observed.<br />
This concept applies to t<strong>en</strong>sile as well as<br />
shear loading and is described in following<br />
chapter.<br />
4.68 11 / 2009
10. Determination of technical data<br />
for fast<strong>en</strong>ing design<br />
Determination of technical data<br />
The determination of technical data is based on the following tests:<br />
• Application limits<br />
• T<strong>en</strong>sile tests to determine pull-out and pull-over str<strong>en</strong>gth<br />
• Shear tests to determine bearing capacity of the attached material and the base material.<br />
These tests are described in more detail in the sections “Steel and other metal base material”<br />
and “Concrete base material”.<br />
10.1 Fast<strong>en</strong>ings to steel<br />
Failure loads in t<strong>en</strong>sion and in shear are normally distributed and the variation coeffici<strong>en</strong>t is<br />
Determination of technical data<br />
10.2 Profile sheet fast<strong>en</strong>ings<br />
In addition to g<strong>en</strong>eral fast<strong>en</strong>ings to steel, specific data applies to profile sheet fast<strong>en</strong>ings:<br />
Cyclic loading<br />
Profile sheet fast<strong>en</strong>ings are subjected to repeated loading to simulate wind effects. Cyclic<br />
pull-through tests are additional optional tests where the failure load at 5,000 cycles is determined.<br />
The design value of the pull-through resistance for repeated wind loads is the design value<br />
of the static pull-through resistance multiplied by a reduction factor of αcycl..<br />
• If cyclic tests are carried out:<br />
α cycl. = 1.5 (NRk,cycl./ NRk,sta) ≤ 1<br />
(The factor 1.5 takes the differ<strong>en</strong>t safety levels for fatigue and predominately static design<br />
into account)<br />
• If no cyclic tests are carried out:<br />
α cycl. = 0.5<br />
Sheet bearing capacity<br />
Profile sheet fast<strong>en</strong>ings may be subjected to shear stresses from building movem<strong>en</strong>ts or<br />
thermal dilatation of the sheets. Tests are undertak<strong>en</strong> to prove the suitability of the fast<strong>en</strong>ings<br />
to support the deformations imposed.<br />
For this, shear tests are carried out using a substrate of the minimum and maximum thickness<br />
and 2 layers of profile sheet of the thickness specified.<br />
The fast<strong>en</strong>ing is considered suitable if an elongation of 2 mm is achieved without the sheet<br />
coming loose or showing an excessive reduction in pull-out load capacity. In this case, no<br />
consideration of forces of constraint is required since suffici<strong>en</strong>t ductility is provided by the<br />
fast<strong>en</strong>ing due to hole elongation.<br />
Standardization<br />
The pull-over str<strong>en</strong>gth of profiled sheet fast<strong>en</strong>ings is giv<strong>en</strong> with refer<strong>en</strong>ce to core sheet thickness.<br />
Ultimate load data is standardized to the minimum sheet thickness and str<strong>en</strong>gth as<br />
specified by the relevant sheet standard. The correction applied is as follows:<br />
tmin<br />
Fu' = Fu × tact<br />
×<br />
fu,min<br />
fu,act<br />
4.70 11 / 2009
Determination of technical data<br />
10.3 Fast<strong>en</strong>ings to concrete (standard DX / GX)<br />
The failure loads in t<strong>en</strong>sion and shear show a large scatter with a variation coeffici<strong>en</strong>t of up to<br />
60%. For specific applications, fast<strong>en</strong>er driving failures may be detected and the fast<strong>en</strong>ers<br />
replaced (e.g. threaded studs). For others, however, detection may not be possible (e.g.<br />
wh<strong>en</strong> fast<strong>en</strong>ing wood<strong>en</strong> batt<strong>en</strong>s) and this must be tak<strong>en</strong> into consideration.<br />
The design resistance is therefore determined for:<br />
• failure loads without considering fast<strong>en</strong>er driving failures<br />
• failure loads considering a 20% rate of fast<strong>en</strong>er driving failure<br />
Evaluation of technical data and design according to the single point design approach based<br />
on fractiles and a safety factor is not feasible for such systems. The characteristic value<br />
would become zero at a variation coeffici<strong>en</strong>t of about 50%.<br />
The evaluation of the data and the determination of the design resistance is therefore based<br />
on a multiple fast<strong>en</strong>ing, i.e. a redundant design, in which the failure probability not of a single,<br />
but of a number of fast<strong>en</strong>ers supporting a structure is calculated. By this system, load<br />
may be transferred betwe<strong>en</strong> the fast<strong>en</strong>ers, if slip or failure of one of the fast<strong>en</strong>ers occurs.<br />
Test data<br />
The test data for the fast<strong>en</strong>er is consolidated to form a master pullout load distribution.<br />
Static system<br />
Two static systems are examined<br />
• A susp<strong>en</strong>ded beam allowing unrestrained<br />
flexure of the beam<br />
• A beam directly attached to the surface,<br />
which shows restrained flexure<br />
11 / 2009 4.71<br />
0.4 F<br />
1.1 F<br />
1 F<br />
4 F<br />
1.1 F<br />
0.4 F
Determination of technical data<br />
Calculation method<br />
The calculation method used<br />
is the Monte Carlo method,<br />
by which holding powers tak<strong>en</strong><br />
stochastically from the<br />
master distribution are attributed<br />
to the individual fast<strong>en</strong>ers<br />
of the system and the<br />
system is checked to determine<br />
whether the imposed<br />
line load can be supported.<br />
By performing a large number<br />
of such simulations, statistical<br />
information on the failure<br />
probability of a system under<br />
a giv<strong>en</strong> line load is obtained.<br />
Design parameters<br />
Distribution of holding<br />
powers of one application and<br />
one type of nail «Masercurve»<br />
Model of a static system<br />
(susp<strong>en</strong>ded rails)<br />
(directly fixed batt<strong>en</strong>)<br />
Computer programme Programme to<br />
Simulate simulate Load load carrying Carrying<br />
Behaviour behaviour of the structure Structure<br />
Apply line load to the system<br />
Choose holding powers from the<br />
mastercurve at random and<br />
assign them to each fast<strong>en</strong>ing<br />
point («Monte Carlo method»)<br />
Apply line load to the system<br />
Redistribute the load within<br />
the structure wh<strong>en</strong> failure of<br />
fast<strong>en</strong>ers occurs<br />
Check for the failure ot the<br />
structure<br />
Check for the failure ot the<br />
structure<br />
F rec Recomm<strong>en</strong>ded load per fast<strong>en</strong>er for a<br />
giv<strong>en</strong> failure probabilty of the structure<br />
The design is based on the following parameters:<br />
• Failure probability: 1 × 10 -6<br />
• Number of fast<strong>en</strong>ers: 5<br />
• Line load uniformly distributed<br />
• Failure criterion: 2 edge or 3 c<strong>en</strong>tral fast<strong>en</strong>ings<br />
The result is expressed in recomm<strong>en</strong>ded load per fast<strong>en</strong>ing.<br />
Failure criterion<br />
(failure of three adjac<strong>en</strong>t or<br />
two edge nails)<br />
4.72 11 / 2009<br />
Number of runs (function of precison)<br />
Until failure<br />
or stable
Effect on a fast<strong>en</strong>ing design<br />
The overall condition for a fast<strong>en</strong>ing design<br />
in practice is that redundancy of the complete<br />
system has to be <strong>en</strong>sured. The effect<br />
of the Monte Carlo approach on a design is<br />
illustrated with two examples below.<br />
Example:<br />
Fast<strong>en</strong>ing of a plumbing with five ceiling<br />
hangers.<br />
1. Due to the stiffness (EI) of the plumbing a<br />
redistribution of the dead load (g) to the<br />
remaining hangers is giv<strong>en</strong> in case of two<br />
neighbouring hangers failing.<br />
➢ Fixing of each hanger with one nail is<br />
suffici<strong>en</strong>t.<br />
2. The plumbing is not stiff <strong>en</strong>ough to redistribute<br />
the dead load to the neighbouring<br />
hangers in case of one fast<strong>en</strong>er failing.<br />
➢ Each hanger has to be fast<strong>en</strong>ed with<br />
five nails.<br />
Determination of technical data<br />
Static system<br />
10.4 DX fast<strong>en</strong>ings to concrete (DX-Kwik)<br />
Failure loads in t<strong>en</strong>sion and shear are log-normally distributed and the variation coeffici<strong>en</strong>t is<br />
Determination of technical data<br />
The application range of the fast<strong>en</strong>er is determined by application limit test where fast<strong>en</strong>ings<br />
are made on concrete of varying str<strong>en</strong>gth and age according to the application conditions<br />
specified (pre-drilling and setting). The attachm<strong>en</strong>t height is kept at the lower <strong>en</strong>d of the<br />
range specified. The application limit is reached, if the failure rate exceeds 3% or the pull-out<br />
values strongly deviate from a lognormal distribution. The sample size is 30 per condition.<br />
10.5 Fast<strong>en</strong>er design in the USA and Canada<br />
Testing of powder-actuated fast<strong>en</strong>ers is carried out according to the ICC-ES AC 70 acceptance<br />
criteria and ASTM E 1190 standard test method. The test procedure covers t<strong>en</strong>sile and<br />
shear testing in steel, concrete and masonry.<br />
The determination of the allowable (recomm<strong>en</strong>ded) load is shown below. The recomm<strong>en</strong>ded<br />
working load is derived from the test data by taking the average failure load or the calculated<br />
characteristic load divided by a global safety factor.<br />
Three differ<strong>en</strong>t options have to be distinguished:<br />
COV ≥ 15% COV < 15%<br />
based on based on based on<br />
characteristic load lowest ultimate load mean ultimate load<br />
N = 30 tests N = 10 tests N = 10 tests<br />
Frec = = Fu,m Frec = Frec = Fu,m<br />
Fu,m –2s 1–2COV<br />
ν<br />
ν<br />
minFu<br />
ν<br />
ν<br />
with a safety factor of ν = 3.5<br />
where:<br />
with a safety factor of ν = 5<br />
Frec = allowable (recomm<strong>en</strong>ded) load<br />
COV = s/Fu,m = coeffici<strong>en</strong>t of variation in a test series<br />
s = standard deviation in a test series<br />
Fu,m = average ultimate load in test series<br />
4.74 11 / 2009
11. Tips for users (“Trouble Shooting”)<br />
DX fast<strong>en</strong>ings on concrete<br />
Fault<br />
Fast<strong>en</strong>er properly fixed<br />
Fast<strong>en</strong>er p<strong>en</strong>etrates too<br />
deep<br />
Fast<strong>en</strong>er does not p<strong>en</strong>etrate<br />
deep <strong>en</strong>ough<br />
■ Proper*) l<strong>en</strong>gth of fast<strong>en</strong>er<br />
■ Proper cartridge<br />
■ Proper power setting<br />
■ Fast<strong>en</strong>er too short*)<br />
■ Too much driving power<br />
■ Fast<strong>en</strong>er too long*)<br />
■ Too little driving power<br />
Tips for users<br />
Cause Possible remedial measures<br />
✔<br />
■ Use longer fast<strong>en</strong>er<br />
■ Reduce power setting<br />
■ Use lighter cartridge<br />
■ Use shorter fast<strong>en</strong>er<br />
■ Increase power setting<br />
■ Use heavier cartridge<br />
*) Rule of thumb: The higher the compressive str<strong>en</strong>gth of concrete, the shorter the fast<strong>en</strong>er<br />
Proper l<strong>en</strong>gth (mm): Ls = 22 + tl (compare, “Fast<strong>en</strong>ing Technology Manual” Part Product section)<br />
11 / 2009 4.75
Tips for users<br />
DX fast<strong>en</strong>ings on concrete<br />
Fault<br />
Nail is b<strong>en</strong>ding<br />
Base material is spalling<br />
Damaged nail head<br />
Cause Possible remedial measures<br />
■ Hard and/or large aggregate<br />
in concrete<br />
■ Rebar close to surface of<br />
concrete<br />
■ Hard surface (steel)<br />
■ High str<strong>en</strong>gth concrete<br />
■ Hard and/or large aggregate<br />
in concrete<br />
■ Old concrete<br />
■ Too much driving power<br />
■ Wrong piston used<br />
■ Damaged piston)<br />
Wrong pistons can cause all the above faults: match pistons to nails!<br />
Fast<strong>en</strong>er Piston Piston head<br />
X-U, X-C Use piston X-460-P8<br />
■ Use shorter nail<br />
■ Use DX-Kwik (predrill)<br />
■ Use co-acting principle/fast<strong>en</strong>er<br />
guide<br />
■ Use stepped shank nail<br />
X-U 15<br />
■ Change cartridge<br />
■ Stud application:<br />
Use spall stop X-460-<br />
F8SS / - F10SS<br />
■ Nail application:<br />
Use shorter nail<br />
Use DX-Kwik (predrill)<br />
Use X-U 15 (for highstr<strong>en</strong>gth<br />
precast concrete)<br />
■ Reduce power setting<br />
■ Use lighter cartridge<br />
■ Check nail-piston-combination<br />
■ Change piston<br />
4.76 11 / 2009
DX fast<strong>en</strong>ings on steel<br />
Fault<br />
Nail does not p<strong>en</strong>etrate<br />
surface<br />
Nail does not hold in base<br />
material<br />
■ Too little driving power<br />
■ Application limit exceeded<br />
(very hard surface)<br />
■ Unsuitable system<br />
Tips for users<br />
Cause Possible remedial measures<br />
■ Excess driving <strong>en</strong>ergy in<br />
thin steel base material<br />
(3 to mm steel)<br />
Nail is breaking ■ Too little driving power<br />
■ Application limit exceeded<br />
(very hard surface)<br />
■ Try higher power setting or<br />
heavier cartridge<br />
■ Short nail application:<br />
Try X-U 15<br />
■ Long nail application:<br />
Try X-U<br />
■ Use co-acting principle/fast<strong>en</strong>er<br />
guide<br />
■ Switch to heavy system<br />
like DX76PTR<br />
■ Try differ<strong>en</strong>t power setting<br />
or differ<strong>en</strong>t cartridge<br />
■ Try X-ENP2K or<br />
X-EDNK22 THQ 12 for<br />
fast<strong>en</strong>ing sheet metal<br />
■ Try higher power setting or<br />
heavier cartridge<br />
■ Use shorter nail<br />
■ Use X-ENP19<br />
■ Use stronger nail (X-...-H)<br />
■ Use stepped shank nail:<br />
X-U 15<br />
11 / 2009 4.77
Tips for users<br />
DX fast<strong>en</strong>ings on steel<br />
Fault<br />
Nail head p<strong>en</strong>etrates<br />
through material fast<strong>en</strong>ed<br />
(metal sheet)<br />
Damaged nail head ■ Too much driving power<br />
Cause Possible remedial measures<br />
■ Too much driving power ■ Reduce power setting<br />
■ Use lighter cartridge<br />
■ Use nail with Top Hat<br />
■ Use nail with washer e.g.<br />
X-U ...S12<br />
■ Wrong piston used<br />
■ Worn-out piston<br />
Wrong pistons can cause all the above faults: match pistons to nails!<br />
Fast<strong>en</strong>er Piston Piston head<br />
X-U Use piston X-460-P8<br />
■ Reduce power setting<br />
■ Use lighter cartridge<br />
■ Check nail-piston-combination<br />
■ Change piston<br />
4.78 11 / 2009
Approval listing<br />
12. Summary of approvals and listings of<br />
DF fast<strong>en</strong>ers and DF fast<strong>en</strong>ing systems<br />
Techno- Seg-<br />
Approval logy m<strong>en</strong>t Product Country Application<br />
ABS 01-HS156800A/2-PDA DX PS X-EDNI, EDS, X-DNI, DS, X-ALH, Int. Fast<strong>en</strong>ings to steel<br />
ENPH2, ENP2K, X-ENP-19, X-EDN,<br />
X-EDNK, X-EM, X-EW, X-EF<br />
ABS 01-HS156800B/1-PDA DX PS X-CR, X-CRM, X-CRW, X-FCM-R, Int. Fast<strong>en</strong>ings to steel<br />
X-FCP-R<br />
ABS 03-HS 369456/1-PDA DX PS X-BT Int. Fast<strong>en</strong>ings to steel,<br />
off-shore<br />
ABS 03-HS 369884/1-PDA DX PS X-BT Int. Fast<strong>en</strong>ings to steel,<br />
shipbuilding<br />
BUTgb ATG 03/1824 DX SM NPH2, ENP2, ENPH2, ENKK, B Metal deck<br />
EDNK, ENP2K<br />
COLA RR 25296 DX SM X-ENP, X-EDN19, X-EDNK22 USA Metal deck<br />
COLA RR 25646 DX BC X-EDNI, EW6, EDS, EW10, X-DNI, USA Fast<strong>en</strong>ings to steel<br />
DS, ESD, X-C, X-CR, X-ALH, and concrete<br />
X-DAK, W6, W10<br />
COLA RR 25651 DX IF CC27ZF, CC27ALH, CC27ALH-Kwik USA Ceiling hanger<br />
COLA RR 25662 DX IF X-GN, X-EGN, X-DAK, X-DW, USA Dry-wall<br />
X-ZF, X-S<br />
COLA RR 25675 DX BC X-U, X-U15 USA Fast<strong>en</strong>ings to steel<br />
and concrete<br />
COLA RR 25678 SF SM Kwik Pro Self-drill USA Steel connections<br />
COLA RR 25684 DX SM X-EW6H, X-EM8H, X-EW10H, USA Fast<strong>en</strong>ings to steel<br />
X-CRM8, X-BT<br />
COLA RR 25708 DX BC X-DNI72, X-ZF72, X-CF72, USA Sill plate<br />
X-CP72, X-CR-L72<br />
COLA RR 25826 DX ME X-HS U19/27/32 USA Ceiling hanger<br />
COLA RR 25095 DX SM Kwik-Flex Screws USA CFS-Connectors<br />
CSTB AT 1+3/03-801 DX ME X-EKB, X-ECH, X-EFC, X-HS, X-JH F Electrical fast<strong>en</strong>ings<br />
CSTB Pass0087 SF SM S-IT 01C4.8xL + S-IW4.9 AZ80x40 F MEFAWAME<br />
CSTB Pass0088 SF SM S-IT 01C4.8xL + S-IW4.9 AZ40x40 F MEFAWAME<br />
CSTB Pass0089 SF SM S-IS 01C4.8xL + S-IW5.6 AZ80x40 F MEFAWAME<br />
CSTB Pass0090 SF SM S-IS 01C4.8xL + S-IW5.6 AZ64x64 F MEFAWAME<br />
CSTB Pass0091 SF SM S-IS 01C4.8xL + S-IW5.6 AZ40 F MEFAWAME<br />
CSTB Pass0174 SF SM S-IT 01C6.3xL + S-IW6.4 AZ40 F MEFAWAME<br />
CSTB Pass0175 SF SM S-IT 01C6.3xL + S-IW6.4 AZ40x40 F MEFAWAME<br />
CSTB Pass0176 SF SM S-IT 01C6.3xL + S-IW6.4 AZ64x64 F MEFAWAME<br />
CSTB Pass0177 SF SM S-IT 01C6.3xL + S-IW6.4 AZ80x40 F MEFAWAME<br />
DIBt Z-14.1-4 SF SM S-MD, S-MP, S-MS01Z D Metal deck<br />
DIBt Z-14.1-538 SF SM S-MD31/33/35PS D Steel connections<br />
DIBt Z-14.4-407 SF SM S-CD, S-CDW, S-MP54S D Sandwich Panel<br />
DIBt Z-14.4-517 DX BC X-U D Fast<strong>en</strong>ing to steel<br />
DIBt Z-21.7-1512 DX SM X-CR M8, X-CR48 (DX-Kwik) D Facade<br />
DIBt Z-21.7-670 DX IF M8H, X-CR M8, X-DKH48, D Ceiling Hanger<br />
X-CR48 (DX-Kwik)<br />
DIBt Z-26.4-46 DX SM X-HVB D Shear Connection<br />
DIBt Z-14.4-456 DX SM X-CR14 D Glas facade<br />
11 / 2009 4.79
Approval listing<br />
DNV DX PS X-BT, X-FCM-R (M) Int. Fast<strong>en</strong>ing to steel, Grating<br />
ETA-03/0004 DX BC XI-FV EEA ETICS<br />
ETA-03/0005 DX BC SX-FV EEA ETICS<br />
ETA-04/0101 DX SM X-ENP-19 EEA Metal deck<br />
FM DX ME W10, EW10 USA Sprinkler<br />
FM SF SM S-MD 10, S-MD 12 USA Sidelap screws<br />
FM 0W8A6.AM DX SM X-EDN-19, X-EDNK-22 USA Metal deck<br />
FM 2Y6A7.AM DX SM X-EDN-19, X-EDNK-22 USA Metal deck<br />
FM 3021719 DX SM X-ENP-19 USA Metal deck<br />
FM SF SM Kwik-Pro Screws USA Roofing<br />
FM 3026695 DX ME X-EW6H, X-EW10H USA Sprinkler<br />
FM 3029102 DX SM X-ENP-19, X-EDN-19, X-EDNK22, USA Form deck – LWC<br />
S-MD10, S-MD12<br />
FM 3031144 SF SM S-MS USA Steel connections<br />
FM 3031301 DX ME X-HS W6/10 U19 USA Sprinkler<br />
FM 3036326 DX/SF SM X-ENP-19, X-EDN-19, X-EDNK22, USA Metal deck<br />
S-SLC-01, S-SLC-2, S-MD10<br />
Germanischer Lloyd DX PS X-BT Int. Fast<strong>en</strong>ings to steel<br />
IBMB 8998/2008 DX IF X-GN, X-GHP, X-DW D Fire rating<br />
IBMB 3041/8171 DX IF DX-Kwik, X-CR, X-DKH, D Fire rating<br />
X-M6H, X-M8H<br />
IBMB P-1433/1043-MPA BS DX ME DX-Kwik X-HS D Ceiling hanger<br />
ICC-ES ER-2078P DX SM X-EDN-19, X-EDNK-22, USA Metal Deck<br />
Co-listing in Verco ER<br />
ICC-ES ESR-1663 DX BC X-EDNI, EW6, EDS, DS, X-CR, USA Fast<strong>en</strong>ings to steel<br />
X-ALH, X-C, X-DAK, W6, W10 and concrete<br />
ICC-ES ESR-1730 SF SM Global Fast<strong>en</strong>er – <strong>Hilti</strong> Co-listing USA CFS-Connections<br />
ICC-ES ESR-2184 DX IF CC27ZF, CC27ALH, CC27ALH-Kwik USA Ceiling hanger<br />
ICC-ES ER-4780 SF SM Kwik-Flex screws (Elco) USA G<strong>en</strong>eral purpose<br />
ICC-ES ESR-1116 DX SM X-EDN-19, X-EDNK-22, X-ENP19, USA Metal Deck<br />
Co-listing in Wheeling ESR<br />
ICC-ES ESR-1169 DX SM X-ENP19, Co-listing in CSI ESR USA Metal Deck<br />
ICC-ES ESR-1414 DX SM X-EDN-19, X-EDNK22, ENPH2, USA Metal Deck<br />
Co-listing in ASC ESR<br />
ICC-ES ESR-1752 DX IF X-GN, X-EGN, X-S, X-ZF, X-DW USA Dry-wall<br />
ICC-ES ESR-2196 SF SM S-MD Selfdrilling screws USA CFS connections<br />
ICC-ES ESR-2197 DX SM X-ENP-19, X-EDN-19, X-EDNK22 USA Metal deck<br />
ICC-ES ESR-2199 DX SM X-EDN-19, X-EDNK22 + USA Metal deck<br />
Verco HSB, Sheartranz<br />
ICC-ES ESR-2269 DX BC X-U, X-U15 USA Fast<strong>en</strong>ings to steel<br />
and concrete<br />
ICC-ES ESR-2347 DX BC X-EW6H, X-EM8H, X-EW10H; USA Stud connections to steel<br />
X-CRM, X-BT<br />
ICC-ES ESR-2379 DX BC X-DNI 72, X-ZF 72, X-CF 72, X-CP72, USA Sill plate<br />
X-CR-L 72<br />
ICC-ES ESR-2795 DX ME X-HS U19/27/32 USA Ceiling hanger<br />
ICC-ES ESR-2892 DX IF X-CW USA Ceiling hanger<br />
LR 03/00070 DX PS X-BT Int. Fast<strong>en</strong>ings to steel<br />
LR 97/00077 DX PS X-U, EDS, DS, X-ENP-19, X-ENP2K, Int. Fast<strong>en</strong>ings to steel<br />
X-EDN, X-EDNK, X-EM, X-EW, X-EF,<br />
X-CC, X-FCM, X-FCP<br />
4.80 11 / 2009
Approval listing<br />
LR 97/00078 DX PS X-CR, X-CRM, X-FCM-R, Int. Fast<strong>en</strong>ings to steel<br />
X-FCP-R, X-HS-R<br />
MLIT 2005 DX SM X-ENP-19 Jap Composite deck<br />
Socotec PX 0091/5 DX SM X-HVB F Shear connection<br />
Socotec PX 0091/6 DX SM X-HVB F Shear Connection -<br />
Rehabilitation<br />
Socotec WX 1509 DX IF DNH37, X-CC DKH48, F Fast<strong>en</strong>ings to concrete<br />
X-HS DKH48, M8H<br />
Socotec WX 1530 DX BC X-IE F Insulation<br />
Socotec TX 8710 DX SM NPH2 F Metal deck<br />
TZUS 070-024042 DX SM X-HVB Cz Shear connection<br />
U.S. Navy 61/09-220 DX PS X-BT for LPD17 USA Fast<strong>en</strong>ing to steel<br />
UL E201485 DX ME X-ECH/FR-L/-M/-S DNI-H42 PH or USA/CAN Electrical fast<strong>en</strong>ings<br />
X-U, X-EKB, X-ECT<br />
UL E217969 DX ME X-HS W6/10 U19/22/27 or USA/CAN Mechanical fast<strong>en</strong>ings<br />
DNI, AL, EDNI<br />
UL EX 2258 DX ME W10, EW10, X-EW6H, X-EW10H USA/CAN Sprinkler<br />
UL R 13203 DX SM X-EDN-19, X-EDNK-22, X-ENP-19 USA Metal deck<br />
UL E 257069 DX PS X-BT-M10, X-BT-W10 USA/CAN Grounding<br />
Guide to finding the approvals<br />
Inside <strong>Hilti</strong> > Departm<strong>en</strong>ts > Bas > Business Area Fast<strong>en</strong>ing Protection Systems > BU Direct Fast<strong>en</strong>ing > Product Docum<strong>en</strong>tation<br />
> Approvals<br />
http://intranet.hilti.com/irj/portal?NavigationTarget=navurl://c6aa6b69a62ae5e0121a7656717660c7<br />
http://www.eagle.org/typeapproval/cont<strong>en</strong>ts.html<br />
http://www.icc-es.org/Evaluation_Reports/index.shtml<br />
http://www.cdlive.lr.org/information/default.asp?preOp<strong>en</strong>=Approvals<br />
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/index.htm<br />
11 / 2009 4.81
4.82 11 / 2009
Cont<strong>en</strong>ts<br />
Product index 5.1–5.3<br />
Alphabetical list of DX/GX fast<strong>en</strong>ers 5.2<br />
Alphabetical list of steel and metal screws 5.3<br />
11 / 2009 5.1
DX/GX fast<strong>en</strong>ers<br />
Alphabetical list of DX/GX fast<strong>en</strong>ers<br />
A-Z Fast<strong>en</strong>er Page<br />
DNH 2.101<br />
DS 2.73<br />
EDS 2.79<br />
M10 2.107<br />
NPH 2.35<br />
SDK2 2.23<br />
W10 2.107<br />
X-BT 2.119<br />
X-C 2.57<br />
X-CC 2.175<br />
X-CC MX 2.181<br />
X-CR 2.89<br />
X-CR for steel 2.85<br />
X-CRM 2.125<br />
X-CT 2.97<br />
X-DKH 2.101<br />
X-DFB 2.201<br />
X-ECH 2.193<br />
X-ECT MX 2.207<br />
X-EDNK22 THQ12 2.31<br />
X-EDN19 THQ12 2.31<br />
X-EF 7H 2.213<br />
X-EKB 2.193<br />
X-EKS MX 2.207<br />
X-EMTSC 2.207<br />
X-EM 6H 2.113<br />
X-EM 8H 2.113<br />
X-EM 10H 2.113<br />
X-EMTC 2.201<br />
X-EGN 2.67<br />
X-EKB 2.193<br />
X-ENP 2.15<br />
X-ENP2K 2.25<br />
A-Z Fast<strong>en</strong>er Page<br />
X-ET 2.213<br />
X-EW 6H 2.113<br />
X-EW 10H 2.113<br />
X-F7 2.107<br />
X-FB 2.201<br />
X-FCM 2.133<br />
X-FCP 2.157<br />
X-FS 2.171<br />
X-GR 2.141<br />
X-GN 2.67<br />
X-GHP 2.67<br />
X-GR-RU 2.147<br />
X-HS 2.175<br />
X-HS MX 2.181<br />
X-HS-W 2.187<br />
X-HVB 2.39<br />
X-IE 2.163<br />
X-MGR 2.153<br />
X-M6 2.107<br />
X-M 6H 2.101<br />
X-M8 2.107<br />
X-M 8H 2.101<br />
X-S 2.63<br />
X-SW 2.167<br />
X-U 2.47<br />
X-W6 2.107<br />
5.2 11 / 2009
Steel and metal screws<br />
Alphabetical list of steel and metal screws<br />
A-Z Screws Page A-Z Screws Page<br />
S-CD63C 5.5×L 3.144<br />
S-CD65C 5.5×L 3.147<br />
S-CD63S 5.5×L<br />
S-CD73S 5.5×L 3.132<br />
S-CD65S 5.5×L<br />
S-CD75S 5.5×L 3.136<br />
S-CDW61C 6.5×L 3.150<br />
S-CDW61S 6.5×L<br />
S-CDW71S 6.5×L 3.140<br />
S-MD51LS 5.5×L<br />
S-MD61LS 5.5×L<br />
S-MD71LS 5.5×L 3.69<br />
S-MD51LZ 4.8×L 3.18<br />
S-MD31PS 4.8×19 3.92<br />
S-MD31PS 5.5 3.97<br />
S-MD33PS 3.103<br />
S-MD35PS 3.109<br />
S-MD01S<br />
S-MD03S<br />
S-MD05S 3.84<br />
S-MD43S 5.5×L 3.78<br />
S-MD51S 4.8×L<br />
S-MD51S 5.5×L<br />
S-MD61S 4.8×L 3.64<br />
S-MD53S<br />
S-MD63S<br />
S-MD73S 5.5×L + 6.3×L 3.72<br />
S-MD55S<br />
S-MD65S<br />
S-MD75S 5.5×L 3.81<br />
S-MD01Z<br />
S-MD01Y 3.36<br />
S-MD03Z<br />
S-MD23Z<br />
S-MD2310Y 3.46<br />
S-MD05Z<br />
S-MD25Z 3.59<br />
S-MD21Z 3.56<br />
S-MD51Z 4.8×L 3.12<br />
S-MD51Z 6.3×L 3.15<br />
S-MD53Z 4.8×L 3.21<br />
S-MD53Z 5.5×L 3.24<br />
S-MD53Z 6.3×L 3.27<br />
S-MD55Z 5.5×L<br />
S-MD65Z 5.5×L 3.30<br />
S-MP54S 6.3×L<br />
S-MP64S 6.3×L<br />
S-MP74S 6.3×L 3.126<br />
S-MP53S 6.5×L<br />
S-MP63S 6.5×L<br />
S-MP73S 6.5×L 3.122<br />
S-MP52Z 6.3×L 3.117<br />
S-MP53Z 6.5×L 3.114<br />
S-MS01Z 3.33<br />
S-AW 3.153<br />
11 / 2009 5.3
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Edition November 2009 | 387113<br />
<strong>Hilti</strong> = registered trademark of <strong>Hilti</strong> Corp., Schaan | W 3479 1109 60-<strong>en</strong> | Printed in Germany | © 2009 | Right of technical and programme changes reserved S. E. & O.