S-BT Threaded Fastener Specification
Table Of Contents
- 1.1 Definition
- 1.2 The S-BT system
- 1.3 Fastening mechanism
- 1.4 S-BT system features and benefits – simplified fastening to steel
- 2.1 Grating fastening system
- 2.2 Grating fastening system X-FCS-R
- 2.3 S-BT with MM and MQ installation channel system
- 2.4 Fastening instrumentation, junction boxes and lighting
- 2.5 Fastening cable / conduit connectors
- 2.5 Fastening cable tray supports
- 2.7 Electrical connections
- 3.1 Product data
- 3.2 Load data
- 4.1 Instruction for use - S-BT-MF M6, M8, M10, W6, W10
- 4.2 Instruction for use - S-BT-MF M8/7 AN 6
- 4.3 Instruction for use - S-BT-MR M6, M8, M10, W6, W10 SN 6
- 4.4 Instruction for use - S-BT-MR M8/7 SN 6
- 4.5 Instruction for use - S-BT-MR M6, M8, M10, W6, W10 SN 6 AL
- 4.6 Instruction for use - S-BT-MR M8/7 SN 6 AL
- 4.7 Instruction for use - S-BT-GF M8/7 AN 6
- 4.8 Instruction for use - S-BT-GR M8/7 SN 6
- 4.9 Instruction for use - S-BT-GR M8/7 SN 6 AL
- 4.10 Instruction for use – S-BT-EF M6/W6/M8
- 4.11 Instruction for use – S-BT-EF M10/W10
- 4.12 Instruction for use – S-BT-ER M6/W6/M8
- 4.13 Instruction for use – S-BT-ER M10/W10
- 4.14 Instruction for use – S-BT-EF W10 HC AWG2/0 and S-BT-EF M10 HC 35/120
- 4.15 Instruction for use – S-BT-ER W10 HC AWG2/0 and S-BT-ER M10 HC 35/120
- 5.1 Nomenclature and symbols
- 5.2 Design concepts
- 5.3 Static capacity of the S-BT threaded stud
- 5.4 Vibration effects on S-BT threaded stud fastenings
- 5.5 Resistance of S-BT fastenings under dynamic tensile loading
- 5.6 Effect of S-BT threaded stud fastenings on the fatigue strength of base material structural steel
- 5.7 Influence of glue coatings on the loosening torque
- 5.8 S-BT-ER and S-BT-EF screw-in threaded studs for electrical connections
- 5.9.5 Conductivity disc of S-BT-ER / -EF electrical connectors
- 5.9.4 Stainless steel S-BT studs
- 5.9.3 Carbon steel S-BT studs
- 5.9.2 Galvanic (contact) corrosion
Specifications page 73
S-BT Screw-in threaded studs
Recommendation of a design S-N curve according to different codes
Onthebasisoftheexistingtestresultsandastatisticalevaluationofthese
testdataaccordingtotheprovisionsgiveninEN1993-1-9:2005(Eurocode3)
itisrecommendedtousefollowinggeneraldesignS-NcurvefortheHiltiS-BT
fasteningsystem.ThestructuralsteelgradesS235uptoS355acc.to
EN10025-2,EN10025-3andEN10225arecovered.
page 45
Recommendation of a design S-N curve according to
different codes
On the basis of the existing test results and a statistical evaluation of these
test data according to the provisions given in EN 1993-1-9:2005 (Eurocode 3)
it is recommended to use following general design S-N curve for the Hilti S-BT
fastening system. The structural steel grades S235 up to S355 acc. to
EN 10025-2, EN 10025-3 and EN 10225 are covered.
Number of
load cycles N
Stress range
Δσ [MPa]
1 ∙ 10
5
181.9
1 ∙ 10
6
114.8
2 ∙ 10
6
100.0
5 ∙ 10
6
83.2
1 ∙ 10
7
72.4
1 ∙ 10
8
45.7
EN 1993-1-9:2005 (Eurocode 3)
It is recommended to use the following design S-N curve respectively detail
category given in Table 3 for the constructional detail “Steel base material with
Hilti S-BT screw-in threaded studs”.
Table 3: Recommendation of fatigue S-N curve and detail category acc. to
EN 1993-1-9:2005
Δσ to be calculated by the gross
cross-section.
Installation, static loading and spacing
of the fasteners only in accordance with
the requirements given in [1] or [2].
Plate thickness t ≥ 3 mm.
Steel base material S235 up to S355
acc. to EN 10025-2 and EN 10025-3
EN1993-1-9:2005(Eurocode3)
ItisrecommendedtousethefollowingdesignS-Ncurverespectivelydetail
categorygiveninTable3fortheconstructionaldetail“Steelbasematerialwith
HiltiS-BTscrew-inthreadedstuds”.
Universität Stuttgart
Institut für Konstruktion und Entwurf
Schwerpunkte: Stahlbau, Holzbau und Verbundbau
Prof. Dr.-Ing. Ulrike Kuhlmann
2017-06-30 S-BT Fatigue Page 43
10.2.2 EN 1993-1-9:2005 (Eurocode 3)
It is recommended to use the following S-N curve respectively detail category given in Table
10.1
for the constructional detail “Steel base material with Hilti S-BT screw-in threaded studs”.
Table 10.1. Recommendation of fatigue S-N curve and detail category according to EN 1993-1-9:2005
Detail
category
Construction detail Description Requirements
100
m = 5
Hilti S-BT screw-in stainless
and carbon steel threaded
studs with pre-drilled hole in
structural steel base mate-
rial.
Imperfect fastener installa-
tions as e.g. overwound or
pulled-out fasteners are
covered.
to be calculated by the gross
cross-section.
Installation, static loading and spac-
ing of fasteners only in accordance
with the requirements given in [1] or
[2].
Plate thickness t 3 mm.
Steel base material S235 and S355
according to EN 10025-2 and EN
10025-3.
[1] Hilti S-BT screw-in threaded studs. Specification Binder, Edition 01/2017
[2] Hilti Direct Fastening Technology Manual. Edition 12/2016. S-BT product pages.
Table3:RecommendationoffatigueS-Ncurveanddetailcategoryacc.to
EN 1993-1-9:2005