www.hilti.co.uk Profis Anchor 2.7.
6
Company: Page: 1
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 2/2/2020
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: HST3 M16 hef2
Effective embedment depth: hef = 85 mm, hnom = 98 mm
Material:
Evaluation Service Report: ETA-98/0001
Issued I Valid: 7/28/2016 | -
Proof: Design method ETAG (No. 001 Annex C/2010)
Stand-off installation: eb = 0 mm (no stand-off); t = 4 mm
Anchor plate: S450; E = 210,000.00 N/mm2; fyk = 440.00 N/mm2; gMs = 1.100
lx x ly x t = 150 mm x 150 mm x 4 mm; (Recommended plate thickness: calculated (4 mm))
Profile: Flat bar; (L x W x T) = 75 mm x 10 mm x 0 mm
Base material: cracked concrete, C30/37, fc,cube = 37.00 N/mm2; h = 300 mm
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: no reinforcement or reinforcement spacing >= 150 mm (any Ø) or >= 100 mm (Ø <= 10 mm)
no longitudinal edge reinforcement
Geometry [mm] & Loading [kN, kNm]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
www.hilti.co.uk Profis Anchor 2.7.6
Company: Page: 2
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 2/2/2020
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values [kN] Utilization
Loading Proof Load Capacity bN / bV [%] Status
Tension Concrete Breakout Strength 10.097 23.174 44 / - OK
Shear Steel Strength (without lever arm) 0.110 44.240 -/1 OK
Loading bN bV a Utilization bN,V [%] Status
Combined tension and shear loads 0.436 0.005 1.5 29 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Recommended plate thickness: 4 mm
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
HST3 (-R) subject to:
Anchor size M8 M10 M12 M16 M20 M24
Hammer drilling*
TE2(-A) – TE30(-A) TE40 – TE70
Diamond core drilling*
DD-30W, DD-EC1
Setting tool*
Setting tool HS-SC -
Hollow drill bit drilling*
- TE-CD, TE-YD
Seismic Set/ Filling Set**
Seismic/Filling Set M8-M20 (Carbon and Stainless Steel A4) -
*Installation methods provided in ETA-98/0001
**Seismic set needed to fill the annular gap between anchor and fixture:
No annular gap, double design resistance (agap=1)
