Vip Main Entrance Canopy
Content
www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
1 MOI Tran # 000920 Rev.1 8/13/2013
Specifier's comments: Approved By CEG
1 Input data
Anchor type and size: Effective embedment depth: Material: Proof: Stand-off installation: Baseplate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [mm] & Loading [kN, kNm] Hex Head ASTM F 1554 GR. 55 3/4 hef = 330 mm ASTM F 1554 design method ACI 318 / CIP eb = 0 mm (no stand-off); t = 12 mm lx x ly x t = 450 mm x 320 mm x 12 mm; (Recommended plate thickness: not calculated) IPBi/HEA; (L x W x T x FT) = 133 mm x 140 mm x 9 mm x 9 mm uncracked concrete, C45/55, fc' = 6527 psi; h = 500 mm tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar no
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.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
2 MOI Tran # 000920 Rev.1 8/13/2013
2 Load case/Resulting anchor forces
Load case: Design loads Anchor reactions [kN] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x 1 40.292 10.375 10.375 2 16.516 10.375 10.375 3 0.000 10.375 10.375 4 40.292 10.375 10.375 5 0.000 10.375 10.375 6 40.292 10.375 10.375 7 16.516 10.375 10.375 8 0.000 10.375 10.375 max. concrete compressive strain: 0.33 [‰] max. concrete compressive stress: 9.78 [N/mm2] resulting tension force in (x/y)=(-137/0): 153.908 [kN] resulting compression force in (x/y)=(191/0): 161.908 [kN] Shear force y 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6
y
7
8
4 Tension
x 5 Compression
1
2
3
3 Tension load
Steel failure* Pull-out failure* Concrete cone failure** Concrete side-face blowout, direction ** * most unfavourable anchor 3.1 Steel failure Nsa = n Ase,N futa f Nsteel ≥ Nua Variables n 1 Calculations Nsa [kN] 111.428 Results Nsa [kN] 111.428 3.2 Pull-out failure NpN = yc,p Np Np = 8 Abrg f'c f NpN ≥ Nua Variables yc,p 1.400 Calculations Np [kN] 151.896 Results Npn [kN] 212.655 fconcrete 0.700 f Npn [kN] 148.859 Nua [kN] 40.292 Abrg [mm2] 422 f'c [psi] 6527 ACI 318-08 Eq. (D-14) ACI 318-08 Eq. (D-15) ACI 318-08 Eq. (D-1) fsteel 0.750 f Nsa [kN] 83.571 Nua [kN] 40.292 Ase,N [mm2] 215 futa [N/mm2] 517.11 ACI 318-08 Eq. (D-3) ACI 318-08 Eq. (D-1) Load Nua [kN] 40.292 40.292 153.908 N/A **anchor group (anchors in tension) Capacity fNn [kN] 83.571 148.859 487.604 N/A Utilisation bN = Nua/fNn 49 28 32 N/A Status OK OK OK N/A
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.com Company: Specifier: Address: Phone I Fax: E-Mail: 3.3 Concrete cone failure Ncbg = A (A )y
Nc Nc0 ec,N
Profis Anchor 2.4.2
SASCO | Page: Project: Fastening Point: Date: 3 MOI Tran # 000920 Rev.1 8/13/2013
yed,N yc,N ycp,N Nb
ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-8)
f Ncbg ≥ Nua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef 1 2 e'N ≤ 1.0 yec,N = 1+ 3 hef ca,min ≤ 1.0 yed,N = 0.7 + 0.3 1.5h ef ca,min 1.5hef ≤ 1.0 ycp,N = MAX c , c ac ac 5/3 ' Nb = 16 l √fc hef
(
)
(
(
) )
Variables hef [mm] 330 cac [mm] 0 Calculations ANc [mm2] 1409650 Results Ncbg [kN] 696.577 fconcrete 0.700 f Ncbg [kN] 487.604 Nua [kN] 153.908 ANc0 [mm2] 980100 yec1,N 0.938 yec2,N 1.000 yed,N 1.000 ycp,N 1.000 Nb [kN] 412.845 ec1,N [mm] 32 kc 16 ec2,N [mm] 0 l 1 ca,min [mm] ∞ f'c [psi] 6527 yc,N 1.250
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.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
4 MOI Tran # 000920 Rev.1 8/13/2013
4 Shear load
Steel failure* Steel failure (with lever arm)* Pryout failure** Concrete edge failure in direction ** * most unfavourable anchor 4.1 Steel failure Vsa = n 0.6 Ase,V futa f Vsteel ≥ Vua Variables n 1 Calculations Vsa [kN] 66.857 Results Vsa [kN] 66.857 4.2 Pryout failure Vcpg = kcp A [(A )y
Nc Nc0 ec,N
Load Vua [kN] 10.375 N/A 83.000 N/A **anchor group (relevant anchors)
Capacity fVn [kN] 43.457 N/A 1195.211 N/A
Utilisation bV = Vua/fVn 24 N/A 7 N/A
Status OK N/A OK N/A
ACI 318-08 Eq. (D-20) ACI 318-08 Eq. (D-2)
Ase,V [mm2] 215
futa [N/mm2] 517.11
fsteel 0.650
f Vsa [kN] 43.457
Vua [kN] 10.375
yed,N yc,N ycp,N Nb
]
ACI 318-08 Eq. (D-31) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-8)
f Vcpg ≥ Vua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef 1 2 e'N ≤ 1.0 yec,N = 1+ 3 hef ca,min = 0.7 + 0.3 ≤ 1.0 yed,N 1.5hef ca,min 1.5hef ≤ 1.0 ycp,N = MAX c , c ac ac 5/3 ' Nb = 16 l √fc hef
(
)
(
(
) )
Variables kcp 2 yc,N 1.250 Calculations ANc [mm2] 1621400 Results Vcpg [kN] 1707.444 fconcrete 0.700 f Vcpg [kN] 1195.211 Vua [kN] 83.000 ANc0 [mm2] 980100 yec1,N 1.000 yec2,N 1.000 yed,N 1.000 ycp,N 1.000 Nb [kN] 412.845 hef [mm] 330 cac [mm] ec1,N [mm] 0 kc 16 ec2,N [mm] 0 l 1 ca,min [mm] ∞ f'c [psi] 6527
5 Combined tension and shear loads
bN 0.482 bNV = bN + bV <= 1
z z
bV 0.239
z 5/3
Utilisation bN,V [%] 39
Status OK
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.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
5 MOI Tran # 000920 Rev.1 8/13/2013
6 Warnings
• To avoid failure of the baseplate the required thickness can be calculated in PROFIS Anchor. Load re-distributions on the anchors due to elastic deformations of the baseplate are not considered. The baseplate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The Φ factor is increased for non-steel Design Strengths except Pullout Strength and Pryout Strength.
Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.
Refer to your local standard. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard!
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
www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
6 MOI Tran # 000920 Rev.1 8/13/2013
7 Installation data
Baseplate, steel: Profile: IPBi/HEA; 133 x 140 x 9 x 9 mm Hole diameter in the fixture: df = 21 mm Plate thickness (input): 12 mm Recommended plate thickness: not calculated Cleaning: No cleaning of the drilled hole is required Anchor type and size: Hex Head ASTM F 1554 GR. 55, 3/4 Installation torque: 0.000 kNm Hole diameter in the base material: - mm Hole depth in the base material: 330 mm Minimum thickness of the base material: 381 mm
y
225
225
6
7
8 160
4
5
110 1 2 3 50 50 175 175 50 Coordinates Anchor mm Anchor 1 2 3 4 x -175 0 175 -175 y -110 -110 -110 0 c-x c+x c-y c+y Anchor 5 6 7 8 x 175 -175 0 175 y 0 110 110 110 c-x 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
110 160
50
www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
7 MOI Tran # 000920 Rev.1 8/13/2013
8 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
Profis Anchor 2.4.2
1 MOI Tran # 000920 Rev.1 8/13/2013
Specifier's comments: Approved By CEG
1 Input data
Anchor type and size: Effective embedment depth: Material: Proof: Stand-off installation: Baseplate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [mm] & Loading [kN, kNm] Hex Head ASTM F 1554 GR. 55 3/4 hef = 330 mm ASTM F 1554 design method ACI 318 / CIP eb = 0 mm (no stand-off); t = 12 mm lx x ly x t = 450 mm x 320 mm x 12 mm; (Recommended plate thickness: not calculated) IPBi/HEA; (L x W x T x FT) = 133 mm x 140 mm x 9 mm x 9 mm uncracked concrete, C45/55, fc' = 6527 psi; h = 500 mm tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar no
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.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
2 MOI Tran # 000920 Rev.1 8/13/2013
2 Load case/Resulting anchor forces
Load case: Design loads Anchor reactions [kN] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x 1 40.292 10.375 10.375 2 16.516 10.375 10.375 3 0.000 10.375 10.375 4 40.292 10.375 10.375 5 0.000 10.375 10.375 6 40.292 10.375 10.375 7 16.516 10.375 10.375 8 0.000 10.375 10.375 max. concrete compressive strain: 0.33 [‰] max. concrete compressive stress: 9.78 [N/mm2] resulting tension force in (x/y)=(-137/0): 153.908 [kN] resulting compression force in (x/y)=(191/0): 161.908 [kN] Shear force y 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6
y
7
8
4 Tension
x 5 Compression
1
2
3
3 Tension load
Steel failure* Pull-out failure* Concrete cone failure** Concrete side-face blowout, direction ** * most unfavourable anchor 3.1 Steel failure Nsa = n Ase,N futa f Nsteel ≥ Nua Variables n 1 Calculations Nsa [kN] 111.428 Results Nsa [kN] 111.428 3.2 Pull-out failure NpN = yc,p Np Np = 8 Abrg f'c f NpN ≥ Nua Variables yc,p 1.400 Calculations Np [kN] 151.896 Results Npn [kN] 212.655 fconcrete 0.700 f Npn [kN] 148.859 Nua [kN] 40.292 Abrg [mm2] 422 f'c [psi] 6527 ACI 318-08 Eq. (D-14) ACI 318-08 Eq. (D-15) ACI 318-08 Eq. (D-1) fsteel 0.750 f Nsa [kN] 83.571 Nua [kN] 40.292 Ase,N [mm2] 215 futa [N/mm2] 517.11 ACI 318-08 Eq. (D-3) ACI 318-08 Eq. (D-1) Load Nua [kN] 40.292 40.292 153.908 N/A **anchor group (anchors in tension) Capacity fNn [kN] 83.571 148.859 487.604 N/A Utilisation bN = Nua/fNn 49 28 32 N/A Status OK OK OK N/A
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.com Company: Specifier: Address: Phone I Fax: E-Mail: 3.3 Concrete cone failure Ncbg = A (A )y
Nc Nc0 ec,N
Profis Anchor 2.4.2
SASCO | Page: Project: Fastening Point: Date: 3 MOI Tran # 000920 Rev.1 8/13/2013
yed,N yc,N ycp,N Nb
ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-8)
f Ncbg ≥ Nua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef 1 2 e'N ≤ 1.0 yec,N = 1+ 3 hef ca,min ≤ 1.0 yed,N = 0.7 + 0.3 1.5h ef ca,min 1.5hef ≤ 1.0 ycp,N = MAX c , c ac ac 5/3 ' Nb = 16 l √fc hef
(
)
(
(
) )
Variables hef [mm] 330 cac [mm] 0 Calculations ANc [mm2] 1409650 Results Ncbg [kN] 696.577 fconcrete 0.700 f Ncbg [kN] 487.604 Nua [kN] 153.908 ANc0 [mm2] 980100 yec1,N 0.938 yec2,N 1.000 yed,N 1.000 ycp,N 1.000 Nb [kN] 412.845 ec1,N [mm] 32 kc 16 ec2,N [mm] 0 l 1 ca,min [mm] ∞ f'c [psi] 6527 yc,N 1.250
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.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
4 MOI Tran # 000920 Rev.1 8/13/2013
4 Shear load
Steel failure* Steel failure (with lever arm)* Pryout failure** Concrete edge failure in direction ** * most unfavourable anchor 4.1 Steel failure Vsa = n 0.6 Ase,V futa f Vsteel ≥ Vua Variables n 1 Calculations Vsa [kN] 66.857 Results Vsa [kN] 66.857 4.2 Pryout failure Vcpg = kcp A [(A )y
Nc Nc0 ec,N
Load Vua [kN] 10.375 N/A 83.000 N/A **anchor group (relevant anchors)
Capacity fVn [kN] 43.457 N/A 1195.211 N/A
Utilisation bV = Vua/fVn 24 N/A 7 N/A
Status OK N/A OK N/A
ACI 318-08 Eq. (D-20) ACI 318-08 Eq. (D-2)
Ase,V [mm2] 215
futa [N/mm2] 517.11
fsteel 0.650
f Vsa [kN] 43.457
Vua [kN] 10.375
yed,N yc,N ycp,N Nb
]
ACI 318-08 Eq. (D-31) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-8)
f Vcpg ≥ Vua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef 1 2 e'N ≤ 1.0 yec,N = 1+ 3 hef ca,min = 0.7 + 0.3 ≤ 1.0 yed,N 1.5hef ca,min 1.5hef ≤ 1.0 ycp,N = MAX c , c ac ac 5/3 ' Nb = 16 l √fc hef
(
)
(
(
) )
Variables kcp 2 yc,N 1.250 Calculations ANc [mm2] 1621400 Results Vcpg [kN] 1707.444 fconcrete 0.700 f Vcpg [kN] 1195.211 Vua [kN] 83.000 ANc0 [mm2] 980100 yec1,N 1.000 yec2,N 1.000 yed,N 1.000 ycp,N 1.000 Nb [kN] 412.845 hef [mm] 330 cac [mm] ec1,N [mm] 0 kc 16 ec2,N [mm] 0 l 1 ca,min [mm] ∞ f'c [psi] 6527
5 Combined tension and shear loads
bN 0.482 bNV = bN + bV <= 1
z z
bV 0.239
z 5/3
Utilisation bN,V [%] 39
Status OK
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.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
5 MOI Tran # 000920 Rev.1 8/13/2013
6 Warnings
• To avoid failure of the baseplate the required thickness can be calculated in PROFIS Anchor. Load re-distributions on the anchors due to elastic deformations of the baseplate are not considered. The baseplate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The Φ factor is increased for non-steel Design Strengths except Pullout Strength and Pryout Strength.
Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.
Refer to your local standard. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard!
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
www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
6 MOI Tran # 000920 Rev.1 8/13/2013
7 Installation data
Baseplate, steel: Profile: IPBi/HEA; 133 x 140 x 9 x 9 mm Hole diameter in the fixture: df = 21 mm Plate thickness (input): 12 mm Recommended plate thickness: not calculated Cleaning: No cleaning of the drilled hole is required Anchor type and size: Hex Head ASTM F 1554 GR. 55, 3/4 Installation torque: 0.000 kNm Hole diameter in the base material: - mm Hole depth in the base material: 330 mm Minimum thickness of the base material: 381 mm
y
225
225
6
7
8 160
4
5
110 1 2 3 50 50 175 175 50 Coordinates Anchor mm Anchor 1 2 3 4 x -175 0 175 -175 y -110 -110 -110 0 c-x c+x c-y c+y Anchor 5 6 7 8 x 175 -175 0 175 y 0 110 110 110 c-x 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
110 160
50
www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: SASCO | Page: Project: Fastening Point: Date:
Profis Anchor 2.4.2
7 MOI Tran # 000920 Rev.1 8/13/2013
8 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
