Staircase- LANDING.pdf
Content
Profis Anchor 2.5.2
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Page:
Project:
Sub-Project I Pos. No.:
Date:
1
Dubai Project
Staircase Fixing
5/11/2015
Specifier's comments:
1 Input data
Anchor type and diameter:
HIT-HY 200 + HIT-V (5.8) M20
Dynamic set or any suitable annular gap filling solution
Effective embedment depth:
hef,opti = 186 mm (hef,limit = 256 mm)
Material:
5.8
Evaluation Service Report:
ETA 12/0084
Issued I Valid:
8/8/2012 | 12/23/2016
Proof:
Design method Engineering judgement SOFA BOND - based on ETAG BOND testing
Stand-off installation:
eb = 0 mm (no stand-off); t = 20 mm
Anchor plate:
lx x ly x t = 200 mm x 4500 mm x 20 mm; (Recommended plate thickness: not calculated)
Profile:
no profile
Base material:
uncracked concrete, C20/25, fc = 25.00 N/mm2; h = 300 mm, Temp. short/long: 40/24 °C
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
Reinforcement to control splitting according to EOTA TR 029, 5.2.2.6 present.
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 2.5.2
www.hilti.in
2
Dubai Project
Staircase Fixing
5/11/2015
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
2 Load case/Resulting anchor forces
1 2
Load case: Design loads
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Tension force
Shear force
Shear force x
Anchor
1
65.757
0.502
0.000
2
8.710
0.502
0.000
3
65.757
0.502
0.000
4
8.710
0.502
0.000
5
65.757
0.502
0.000
6
8.710
0.502
0.000
7
65.757
0.502
0.000
8
8.710
0.502
0.000
9
65.757
0.502
0.000
10
8.710
0.502
0.000
11
65.757
0.502
0.000
12
8.710
0.502
0.000
13
65.757
0.502
0.000
14
8.710
0.502
0.000
15
65.757
0.502
0.000
16
8.710
0.502
0.000
max. concrete compressive strain:
0.07 [‰]
max. concrete compressive stress:
2.15 [N/mm2]
resulting tension force in (x/y)=(-54/0):
595.740 [kN]
resulting compression force in (x/y)=(97/0): 41.740 [kN]
3 y4
Shear force y
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
5 6
7 8
x
Compression
Tension
9 10
1112
1314
1516
3 Tension load (EOTA TR 029, Section 5.2.2)
Load [kN]
65.757
Capacity [kN]
82.000
Utilization bN [%]
81
Status
OK
Combined pullout-concrete cone failure**
595.740
1089.964
55
OK
Concrete Breakout Strength**
595.740
597.379
100
OK
Splitting failure**
595.740
679.129
88
OK
Steel Strength*
* anchor having the highest loading
**anchor group (anchors in tension)
3.1 Steel Strength
NRk,s [kN]
123.000
gM,s
1.500
NRd,s [kN]
82.000
NSd [kN]
65.757
3.2 Combined pullout-concrete cone failure
Ap,N [mm2]
3115872
A0p,N [mm2]
311364
2
tRk,ucr,25 [N/mm ]
20.00
scr,Np [mm]
558
ccr,Np [mm]
279
yc
1.000
2
tRk,ucr [N/mm ]
20.00
k
3.200
yg,Np
1.000
0
yg,Np
1.000
ec1,N [mm]
54
yec1,Np
0.839
ec2,N [mm]
0
yec2,Np
1.000
ys,Np
1.000
N0Rk,p [kN]
233.734
NRk,p [kN]
1961.934
gM,p
1.800
NRd,p [kN]
1089.964
NSd [kN]
595.740
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
cmin [mm]
∞
yre,Np
1.000
Profis Anchor 2.5.2
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
3
Dubai Project
Staircase Fixing
5/11/2015
3.3 Concrete Breakout Strength
Ac,N [mm2]
3115872
A0c,N [mm2]
311364
ccr,N [mm]
279
scr,N [mm]
558
ec1,N [mm]
54
yec1,N
0.839
ec2,N [mm]
0
yec2,N
1.000
N0Rk,c [kN]
128.103
gM,c
1.800
NRd,c [kN]
597.379
NSd [kN]
595.740
Ac,N [mm2]
3725821
A0c,N [mm2]
398413
ccr,sp [mm]
316
scr,sp [mm]
631
yh,sp
1.194
ec1,N [mm]
54
yec1,N
0.855
ec2,N [mm]
0
yec2,N
1.000
ys,N
1.000
N0Rk,c [kN]
128.103
gM,sp
1.800
NRd,sp [kN]
679.129
NSd [kN]
595.740
ys,N
1.000
yre,N
1.000
k1
10.100
yre,N
1.000
k1
10.100
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
Profis Anchor 2.5.2
www.hilti.in
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
4
Dubai Project
Staircase Fixing
5/11/2015
4 Shear load (EOTA TR 029, Section 5.2.3)
Load [kN]
0.502
Steel Strength (without lever arm)*
Steel failure (with lever arm)*
Pryout Strength**
Concrete edge failure in direction **
* anchor having the highest loading
Capacity [kN]
48.800
Utilization bV [%]
2
Status
OK
N/A
N/A
N/A
N/A
8.025
1709.270
1
OK
N/A
N/A
N/A
N/A
**anchor group (relevant anchors)
4.1 Steel Strength (without lever arm)
VRk,s [kN]
61.000
VRd,s [kN]
48.800
gM,s
1.250
VSd [kN]
0.502
4.2 Pryout Strength (Concrete Breakout Strength controls)
Ac,N [mm2]
3115872
A0c,N [mm2]
311364
ccr,N [mm]
279
scr,N [mm]
558
k-factor
2.000
ec1,V [mm]
0
yec1,N
1.000
ec2,V [mm]
0
yec2,N
1.000
ys,N
1.000
N0Rk,c [kN]
128.103
gM,c,p
1.500
VRd,c1 [kN]
1709.270
VSd [kN]
8.025
yre,N
1.000
5 Combined tension and shear loads (EOTA TR 029, Section 5.2.4)
bN
0.997
bV
0.010
a
1.000
Utilization bN,V [%]
84
Status
OK
(bN + bV) / 1.2 ≤ 1
6 Displacements (highest loaded anchor)
Short term loading:
NSk
=
48.709 [kN]
VSk
=
0.372 [kN]
dN
=
0.250 [mm]
dV
=
0.015 [mm]
dNV
=
0.251 [mm]
Long term loading:
NSk
=
48.709 [kN]
dN
=
0.417 [mm]
VSk
=
0.372 [kN]
dV
=
0.022 [mm]
dNV
=
0.417 [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 anchor plate! 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!
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 2.5.2
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Page:
Project:
Sub-Project I Pos. No.:
Date:
5
Dubai Project
Staircase Fixing
5/11/2015
7 Warnings
• Load re-distributions 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 loading!
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 EOTA TR 029, Section 7!
• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 4.1 of EOTA TR029! For larger
diameters of the clearance hole see Chapter 1.1. of EOTA TR029!
• The design method ETAG (filled holes) assumes that no hole clearance between the anchors and the fixture is present. This can
be
achieved by filling the gap with mortar of sufficient compressive strength (e.g. by using the Hilti Dynamic Set) or by other suitable means
• 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.
• Bore hole cleaning must be performed according to instructions for use (blow twice with oil-free compressed air (min. 6 bar), brush twice,
blow twice with oil-free compressed air (min. 6 bar)).
• Characteristic bond resistances depend on short- and long-term temperatures.
• Please contact Hilti to check feasibility of HIT-V rod supply.
• The design method SOFA assumes that no hole clearance between the anchors and the fixture is present. This can be achieved by filling
the gap with mortar of sufficient compressive strength (e.g. by using the Hilti Dynamic Set) or by other suitable means.
• The compliance with current standards (e.g. EC3) is the responsibility of the user
• An SLS-check is not performed for SOFA and has to be provided by the user!
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 2.5.2
www.hilti.in
6
Dubai Project
Staircase Fixing
5/11/2015
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
8 Installation data
Anchor plate, steel: Profile: no profile; 0 x 0 x 0 mm
Hole diameter in the fixture: df = 22 mm
Plate thickness (input): 20 mm
Recommended plate thickness: not calculated
Cleaning: Premium cleaning of the drilled hole is required
Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M20
Installation torque: 0.150 kNm
Hole diameter in the base material: 22 mm
Hole depth in the base material: 186 mm
Minimum thickness of the base material: 230 mm
8.1 Recommended accessories
Drilling
• Suitable Rotary Hammer
• Properly sized drill bit
Cleaning
• Compressed air with required
accessories to blow from the bottom of
the hole
• Proper diameter wire brush
Setting
• Dispenser including cassette and mixer
• Dynamic set
• Torque wrench
1 2
3 4
5 6
7 8
9 10
1112
1314
1516
Coordinates Anchor [mm]
Anchor
1
2
3
4
5
6
7
8
x
-70
70
-70
70
-70
70
-70
70
y
2100
2100
1500
1500
900
900
300
300
c-x
-
c+x
-
c-y
-
c+y
-
Anchor
9
10
11
12
13
14
15
16
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
x
-70
70
-70
70
-70
70
-70
70
y
-300
-300
-900
-900
-1500
-1500
-2100
-2100
c-x
-
c+x
-
c-y
-
c+y
-
Profis Anchor 2.5.2
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Page:
Project:
Sub-Project I Pos. No.:
Date:
7
Dubai Project
Staircase Fixing
5/11/2015
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
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Page:
Project:
Sub-Project I Pos. No.:
Date:
1
Dubai Project
Staircase Fixing
5/11/2015
Specifier's comments:
1 Input data
Anchor type and diameter:
HIT-HY 200 + HIT-V (5.8) M20
Dynamic set or any suitable annular gap filling solution
Effective embedment depth:
hef,opti = 186 mm (hef,limit = 256 mm)
Material:
5.8
Evaluation Service Report:
ETA 12/0084
Issued I Valid:
8/8/2012 | 12/23/2016
Proof:
Design method Engineering judgement SOFA BOND - based on ETAG BOND testing
Stand-off installation:
eb = 0 mm (no stand-off); t = 20 mm
Anchor plate:
lx x ly x t = 200 mm x 4500 mm x 20 mm; (Recommended plate thickness: not calculated)
Profile:
no profile
Base material:
uncracked concrete, C20/25, fc = 25.00 N/mm2; h = 300 mm, Temp. short/long: 40/24 °C
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
Reinforcement to control splitting according to EOTA TR 029, 5.2.2.6 present.
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 2.5.2
www.hilti.in
2
Dubai Project
Staircase Fixing
5/11/2015
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
2 Load case/Resulting anchor forces
1 2
Load case: Design loads
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Tension force
Shear force
Shear force x
Anchor
1
65.757
0.502
0.000
2
8.710
0.502
0.000
3
65.757
0.502
0.000
4
8.710
0.502
0.000
5
65.757
0.502
0.000
6
8.710
0.502
0.000
7
65.757
0.502
0.000
8
8.710
0.502
0.000
9
65.757
0.502
0.000
10
8.710
0.502
0.000
11
65.757
0.502
0.000
12
8.710
0.502
0.000
13
65.757
0.502
0.000
14
8.710
0.502
0.000
15
65.757
0.502
0.000
16
8.710
0.502
0.000
max. concrete compressive strain:
0.07 [‰]
max. concrete compressive stress:
2.15 [N/mm2]
resulting tension force in (x/y)=(-54/0):
595.740 [kN]
resulting compression force in (x/y)=(97/0): 41.740 [kN]
3 y4
Shear force y
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
0.502
5 6
7 8
x
Compression
Tension
9 10
1112
1314
1516
3 Tension load (EOTA TR 029, Section 5.2.2)
Load [kN]
65.757
Capacity [kN]
82.000
Utilization bN [%]
81
Status
OK
Combined pullout-concrete cone failure**
595.740
1089.964
55
OK
Concrete Breakout Strength**
595.740
597.379
100
OK
Splitting failure**
595.740
679.129
88
OK
Steel Strength*
* anchor having the highest loading
**anchor group (anchors in tension)
3.1 Steel Strength
NRk,s [kN]
123.000
gM,s
1.500
NRd,s [kN]
82.000
NSd [kN]
65.757
3.2 Combined pullout-concrete cone failure
Ap,N [mm2]
3115872
A0p,N [mm2]
311364
2
tRk,ucr,25 [N/mm ]
20.00
scr,Np [mm]
558
ccr,Np [mm]
279
yc
1.000
2
tRk,ucr [N/mm ]
20.00
k
3.200
yg,Np
1.000
0
yg,Np
1.000
ec1,N [mm]
54
yec1,Np
0.839
ec2,N [mm]
0
yec2,Np
1.000
ys,Np
1.000
N0Rk,p [kN]
233.734
NRk,p [kN]
1961.934
gM,p
1.800
NRd,p [kN]
1089.964
NSd [kN]
595.740
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
cmin [mm]
∞
yre,Np
1.000
Profis Anchor 2.5.2
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
3
Dubai Project
Staircase Fixing
5/11/2015
3.3 Concrete Breakout Strength
Ac,N [mm2]
3115872
A0c,N [mm2]
311364
ccr,N [mm]
279
scr,N [mm]
558
ec1,N [mm]
54
yec1,N
0.839
ec2,N [mm]
0
yec2,N
1.000
N0Rk,c [kN]
128.103
gM,c
1.800
NRd,c [kN]
597.379
NSd [kN]
595.740
Ac,N [mm2]
3725821
A0c,N [mm2]
398413
ccr,sp [mm]
316
scr,sp [mm]
631
yh,sp
1.194
ec1,N [mm]
54
yec1,N
0.855
ec2,N [mm]
0
yec2,N
1.000
ys,N
1.000
N0Rk,c [kN]
128.103
gM,sp
1.800
NRd,sp [kN]
679.129
NSd [kN]
595.740
ys,N
1.000
yre,N
1.000
k1
10.100
yre,N
1.000
k1
10.100
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
Profis Anchor 2.5.2
www.hilti.in
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
4
Dubai Project
Staircase Fixing
5/11/2015
4 Shear load (EOTA TR 029, Section 5.2.3)
Load [kN]
0.502
Steel Strength (without lever arm)*
Steel failure (with lever arm)*
Pryout Strength**
Concrete edge failure in direction **
* anchor having the highest loading
Capacity [kN]
48.800
Utilization bV [%]
2
Status
OK
N/A
N/A
N/A
N/A
8.025
1709.270
1
OK
N/A
N/A
N/A
N/A
**anchor group (relevant anchors)
4.1 Steel Strength (without lever arm)
VRk,s [kN]
61.000
VRd,s [kN]
48.800
gM,s
1.250
VSd [kN]
0.502
4.2 Pryout Strength (Concrete Breakout Strength controls)
Ac,N [mm2]
3115872
A0c,N [mm2]
311364
ccr,N [mm]
279
scr,N [mm]
558
k-factor
2.000
ec1,V [mm]
0
yec1,N
1.000
ec2,V [mm]
0
yec2,N
1.000
ys,N
1.000
N0Rk,c [kN]
128.103
gM,c,p
1.500
VRd,c1 [kN]
1709.270
VSd [kN]
8.025
yre,N
1.000
5 Combined tension and shear loads (EOTA TR 029, Section 5.2.4)
bN
0.997
bV
0.010
a
1.000
Utilization bN,V [%]
84
Status
OK
(bN + bV) / 1.2 ≤ 1
6 Displacements (highest loaded anchor)
Short term loading:
NSk
=
48.709 [kN]
VSk
=
0.372 [kN]
dN
=
0.250 [mm]
dV
=
0.015 [mm]
dNV
=
0.251 [mm]
Long term loading:
NSk
=
48.709 [kN]
dN
=
0.417 [mm]
VSk
=
0.372 [kN]
dV
=
0.022 [mm]
dNV
=
0.417 [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 anchor plate! 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!
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 2.5.2
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Page:
Project:
Sub-Project I Pos. No.:
Date:
5
Dubai Project
Staircase Fixing
5/11/2015
7 Warnings
• Load re-distributions 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 loading!
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 EOTA TR 029, Section 7!
• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 4.1 of EOTA TR029! For larger
diameters of the clearance hole see Chapter 1.1. of EOTA TR029!
• The design method ETAG (filled holes) assumes that no hole clearance between the anchors and the fixture is present. This can
be
achieved by filling the gap with mortar of sufficient compressive strength (e.g. by using the Hilti Dynamic Set) or by other suitable means
• 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.
• Bore hole cleaning must be performed according to instructions for use (blow twice with oil-free compressed air (min. 6 bar), brush twice,
blow twice with oil-free compressed air (min. 6 bar)).
• Characteristic bond resistances depend on short- and long-term temperatures.
• Please contact Hilti to check feasibility of HIT-V rod supply.
• The design method SOFA assumes that no hole clearance between the anchors and the fixture is present. This can be achieved by filling
the gap with mortar of sufficient compressive strength (e.g. by using the Hilti Dynamic Set) or by other suitable means.
• The compliance with current standards (e.g. EC3) is the responsibility of the user
• An SLS-check is not performed for SOFA and has to be provided by the user!
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 2.5.2
www.hilti.in
6
Dubai Project
Staircase Fixing
5/11/2015
Page:
Project:
Sub-Project I Pos. No.:
Date:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
8 Installation data
Anchor plate, steel: Profile: no profile; 0 x 0 x 0 mm
Hole diameter in the fixture: df = 22 mm
Plate thickness (input): 20 mm
Recommended plate thickness: not calculated
Cleaning: Premium cleaning of the drilled hole is required
Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M20
Installation torque: 0.150 kNm
Hole diameter in the base material: 22 mm
Hole depth in the base material: 186 mm
Minimum thickness of the base material: 230 mm
8.1 Recommended accessories
Drilling
• Suitable Rotary Hammer
• Properly sized drill bit
Cleaning
• Compressed air with required
accessories to blow from the bottom of
the hole
• Proper diameter wire brush
Setting
• Dispenser including cassette and mixer
• Dynamic set
• Torque wrench
1 2
3 4
5 6
7 8
9 10
1112
1314
1516
Coordinates Anchor [mm]
Anchor
1
2
3
4
5
6
7
8
x
-70
70
-70
70
-70
70
-70
70
y
2100
2100
1500
1500
900
900
300
300
c-x
-
c+x
-
c-y
-
c+y
-
Anchor
9
10
11
12
13
14
15
16
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
x
-70
70
-70
70
-70
70
-70
70
y
-300
-300
-900
-900
-1500
-1500
-2100
-2100
c-x
-
c+x
-
c-y
-
c+y
-
Profis Anchor 2.5.2
www.hilti.in
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
M/s.SGS Structural
Mr.Venkatesh
Coimbatore
|
Page:
Project:
Sub-Project I Pos. No.:
Date:
7
Dubai Project
Staircase Fixing
5/11/2015
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
