Profis Anchor 2.8.0
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1
20-Mar-19
Specifier's comments:
1 Input data
Anchor type and size:
HST3 M12 hef2
Effective embedment depth:
hef = 70 mm, hnom = 80 mm
Material:
Approval No.:
ETA-98/0001
Issued I Valid:
09-Feb-18 | -
Proof:
Design method ETAG (No. 001 Annex C/2010)
Stand-off installation:
without clamping (anchor); restraint level (baseplate): 2.00; eb = 20 mm; t = 10 mm
Hilti Grout: , multipurpose, fc,Grout = 30.00 N/mm2
Baseplate:
S 355; E = 210,000.00 N/mm2; fyk = 355.00 N/mm2; gMs = 1.100
lx x ly x t = 160 mm x 170 mm x 10 mm; (Recommended plate thickness: calculated (9 mm))
Profile:
Rectangular hollow; (L x W x T) = 80 mm x 40 mm x 6 mm
Base material:
cracked concrete, C30/37, fc,cube = 37.00 N/mm2; h = 250 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
R
- The anchor calculation is based on a rigid baseplate assumption.
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
Profis Anchor 2.8.0
www.hilti-me.com
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20-Mar-19
2 Load case/Resulting anchor forces
y
Load case: Design loads
2
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Anchor
Tension force
Shear force
1
7.844
1.090
2
7.844
1.058
3
0.744
1.057
4
0.744
1.089
Shear force x
-1.088
-1.057
-1.057
-1.088
Shear force y
0.054
0.054
0.036
0.036
max. concrete compressive strain:
max. concrete compressive stress:
resulting tension force in (x/y)=(0/0):
resulting compression force in (x/y)=(74/0):
Tension
0.20 [‰]
6.00 [N/mm2]
17.176 [kN]
9.536 [kN]
3
x
Compression
4
1
Anchor forces are calculated based on the assumption of a rigid baseplate.
3 Tension load (ETAG, Annex C, Section 5.2.2)
Load [kN]
7.844
Capacity [kN]
32.214
Utilisation bN [%]
25
Status
OK
Pull-out failure*
7.844
16.221
49
OK
Concrete cone failure**
17.176
22.024
78
OK
17.176
32.417
53
OK
Steel failure*
Splitting failure**
* most unfavourable anchor
**anchor group (anchors in tension)
3.1 Steel failure
gM,s
1.400
NRd,s [kN]
32.214
NSd [kN]
7.844
yc
1.217
gM,p
1.500
NRd,p [kN]
16.221
Ac,N [mm2]
76,800
A0c,N [mm2]
44,100
ccr,N [mm]
105
scr,N [mm]
210
ec1,N [mm]
25
y ec1,N
0.809
ec2,N [mm]
0
y ec2,N
1.000
y s,N
0.914
k1
7.200
N0Rk,c [kN]
25.650
gM,c
1.500
NRd,c [kN]
22.024
NSd [kN]
17.176
Ac,N [mm2]
76,800
A0c,N [mm2]
44,100
ccr,sp [mm]
105
scr,sp [mm]
210
y h,sp
1.472
ec1,N [mm]
25
y ec1,N
0.809
ec2,N [mm]
0
y ec2,N
1.000
y s,N
0.914
N0Rk,c [kN]
25.650
gM,sp
1.500
NRd,sp [kN]
32.417
NSd [kN]
17.176
NRk,s [kN]
45.100
3.2 Pull-out failure
NRk,p [kN]
20.000
NSd [kN]
7.844
3.3 Concrete cone failure
y re,N
1.000
3.4 Splitting failure
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
y re,N
1.000
k1
7.200
Profis Anchor 2.8.0
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4 Shear load (ETAG, Annex C, Section 5.2.3)
Load [kN]
N/A
Capacity [kN]
N/A
Utilisation bV [%]
N/A
Status
N/A
Steel failure (with lever arm)*
1.090
4.100
27
OK
Pryout failure**
4.294
74.911
6
OK
Concrete edge failure in direction x-**
4.291
11.300
38
OK
Steel failure (without lever arm)*
* most unfavourable anchor
**anchor group (relevant anchors)
4.1 Steel failure (with lever arm)
l [mm]
31
aM
2.00
NSd / NRd,s
0.243
1 - NSd / NRd,s
0.757
VM
Rk,s = aM * MRk,s / l [kN]
5.125
M0Rk,s [kNm]
0.105
MRk,s = M0Rk,s (1 - NSd/NRd,s) [kNm]
0.079
gMs,b,V
1.250
VM
Rd,s [kN]
4.100
VSd [kN]
1.090
4.2 Pryout failure
Ac,N [mm2]
76,800
A0c,N [mm2]
44,100
ccr,N [mm]
105
scr,N [mm]
210
k-factor
2.780
ec1,V [mm]
0
y ec1,N
1.000
ec2,V [mm]
1
y ec2,N
0.990
y s,N
0.914
N0Rk,c [kN]
25.650
gM,c,p
1.500
VRd,cp [kN]
74.911
VSd [kN]
4.294
a
0.097
b
0.069
y ec,V
0.993
y re,N
1.000
4.3 Concrete edge failure in direction xlf [mm]
70
dnom [mm]
12.0
k1
1.700
c1 [mm]
75
Ac,V [mm2]
37,688
A0c,V [mm2]
25,313
y s,V
1.000
y h,V
1.000
y a,V
1.000
ec,V [mm]
1
V0Rk,c [kN]
11.463
gM,c
1.500
VRd,c [kN]
11.300
VSd [kN]
4.291
5 Combined tension and shear loads (ETAG, Annex C, Section 5.2.4)
bN
0.780
bV
0.380
a
1.500
Utilisation bN,V [%]
93
baN + baV ≤ 1.0
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
Status
OK
y re,V
1.000
Profis Anchor 2.8.0
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20-Mar-19
6 Displacements (highest loaded anchor)
Short term loading:
NSk
=
5.810 [kN]
dN
=
0.489 [mm]
VSk
=
1.589 [kN]
dV
=
0.299 [mm]
dNV
=
0.573 [mm]
Long term loading:
NSk
=
5.810 [kN]
dN
=
0.979 [mm]
VSk
=
1.589 [kN]
dV
=
0.441 [mm]
dNV
=
1.073 [mm]
Comments: Tension displacements are valid with half of the required installation torque moment for uncracked concrete! Shear displacements
are valid without friction between the concrete and the baseplate! The gap due to the drilled hole and clearance hole tolerances are not
included in this calculation!
The acceptable anchor displacements depend on the fastened construction and must be defined by the designer!
7 Warnings
• The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.).
This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is
assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum
required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the
rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the
existing conditions and for plausibility!
• Checking the transfer of loads into the base material is required in accordance with ETAG 001, Annex C(2010)Section 7! The software
considers that the grout is installed under the baseplate without creating air voids and before application of the loads.
• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 4.1 of ETAG 001, Annex C! For larger
diameters of the clearance hole see Chapter 1.1. of ETAG 001, Annex C!
• The accessory list in this report is for the information of the user only. In any case, the instructions for use provided with the product have to
be followed to ensure a proper installation.
Fastening meets the design criteria!
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
Profis Anchor 2.8.0
www.hilti-me.com
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
5
Page:
Project:
Fastening Point:
Date:
|
20-Mar-19
8 Installation data
Baseplate, steel: S 355; E = 210,000.00 N/mm2; fyk = 355.00 N/mm2
Anchor type and size: HST3 M12 hef2
Profile: Rectangular hollow; 80 x 40 x 6 mm
Installation torque: 0.060 kNm
Hole diameter in the fixture: df = 14 mm
Hole diameter in the base material: 12 mm
Plate thickness (input): 10 mm
Hole depth in the base material: 90 mm
Recommended plate thickness: calculated (9 mm)
Minimum thickness of the base material: 140 mm
Drilling method: Hammer drilled
Cleaning: Manual cleaning of the drilled hole according to instructions for use is required.
8.1 Recommended accessories
Drilling
• Suitable Rotary Hammer
• Properly sized drill bit
Cleaning
• Manual blow-out pump
Setting
• Hilti SIW 22T-A impact screw driver
• Torque wrench
• Hammer
y
80
30
80
3
110
85
2
85
x
4
30
1
75
60
Coordinates Anchor [mm]
Anchor
1
2
3
4
x
-5
-5
55
55
y
-55
55
55
-55
c-x
75
75
135
135
c+x
-
c-y
-
c+y
-
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
25
Profis Anchor 2.8.0
www.hilti-me.com
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
|
Page:
Project:
Fastening Point:
Date:
6
20-Mar-19
9 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 (αgap=1)
-