Beam Connection
Beam Connection
Beam Connection
83
www.hilti.group/content/hilti/CP/XX/en.html
Company: Page: 1
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
Specifier's comments:
1 Input data
Anchor type and diameter: HST3 M16 hef2
Return period (service life in years): 50
Item number: 2105858 HST3 M16x135 35/15
Effective embedment depth: hef,act = 85.0 mm (hef,limit = - mm), hnom = 98.0 mm
Material:
Evaluation Service Report: ETA 98/0001
Issued I Valid: 11/3/2022 | -
Proof: Design Method EN 1992-4, Mechanical
Stand-off installation: eb = 0.0 mm (no stand-off); t = 12.0 mm
R 2 2
Anchor plate : E 250 (Fe 410 W) A; E = 200,000.00 N/mm ; fyk = 250.00 N/mm ; gMs = 1.100
lx x ly x t = 400.0 mm x 500.0 mm x 12.0 mm; (Recommended plate thickness: not calculated)
Profile: ISMB, ISMB 200; (L x W x T x FT) = 200.0 mm x 100.0 mm x 5.7 mm x 10.8 mm
Base material: 2
uncracked concrete, M 25, fc,cyl = 20.00 N/mm ; h = 300.0 mm, User-defined partial material safety
factor gc = 1.500
Installation: diamond cored hole, Installation condition: Dry
Reinforcement: reinforcement spacing < 150 mm (any Ø) or < 100 mm (Ø <= 10 mm)
with longitudinal edge reinforcement d >= 12.0 [mm] + close mesh (stirrups, hangers) s <= 100.0
[mm]
R
- The anchor calculation is based on a rigid anchor plate assumption.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Hilti PROFIS Engineering 3.0.83
www.hilti.group/content/hilti/CP/XX/en.html
Company: Page: 2
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
Anchor forces are calculated based on the assumption of a rigid anchor plate.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Hilti PROFIS Engineering 3.0.83
www.hilti.group/content/hilti/CP/XX/en.html
Company: Page: 3
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Hilti PROFIS Engineering 3.0.83
www.hilti.group/content/hilti/CP/XX/en.html
Company: Page: 4
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
V
VEd £ VRd,s = Rk,s EN 1992-4, Table 7.2
gM,s
0
VRk,s = k7 · VRk,s EN 1992-4, Eq. (7.35)
0
VRk,s [kN] k7 VRk,s [kN] gM,s VRd,s [kN] VEd [kN]
55.300 1.000 55.300 1.250 44.240 8.250
V
VEd £ VRd,cp = Rk,cp EN 1992-4, Table 7.2
gM,c,p
VRk,cp = k8 · NRk,c EN 1992-4, Eq. (7.39a)
0 A
NRk,c = NRk,c · c,N
0
· y s,N · y re,N · y ec1,N · y ec2,N · y M,N EN 1992-4, Eq. (7.1)
Ac,N
0 1,5
NRk,c = k1 · √fck · hef EN 1992-4, Eq. (7.2)
0
Ac,N = scr,N · scr,N EN 1992-4, Eq. (7.3)
c
y s,N = 0.7 + 0.3 · 1.00 EN 1992-4, Eq. (7.4)
ccr,N £
hef
y re,N = 0.5 + 1.00 EN 1992-4, Eq. (7.5)
200 £
1
y ec1,N = 1.00 EN 1992-4, Eq. (7.6)
2 · eV,1 £
1+ ( scr,N )
1
y ec2,N = 1.00 EN 1992-4, Eq. (7.6)
2 · eV,2 £
1+ ( scr,N )
y M,N =1 EN 1992-4, Eq. (7.7)
2 0 2 2
Ac,N [mm ] Ac,N [mm ] ccr,N [mm] scr,N [mm] k8 fc,cyl [N/mm ]
102,000 65,025 127.5 255.0 3.410 20.00
Group anchor ID
3, 4
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Hilti PROFIS Engineering 3.0.83
www.hilti.group/content/hilti/CP/XX/en.html
Company: Page: 5
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
V
VEd £ VRd,c = Rk,c EN 1992-4, Table 7.2
gM,c
0 Ac,V
VRk,c = kT · VRk,c · 0
· y s,V · y h,V · y a,V · y ec,V · y re,V EN 1992-4, Eq. (7.40)
Ac,V
0 a b 1,5
VRk,c = k9 · dnom · lf · √fck · c1 EN 1992-4, Eq. (7.41)
0,5
a = 0.1 · () lf
c1
EN 1992-4, Eq. (7.42)
0,2
= 0.1 · (
c )
d nom
b EN 1992-4, Eq. (7.43)
1
0 2
Ac,V = 4.5 · c1 EN 1992-4, Eq. (7.44)
c2
y s,V = 0.7 + 0.3 · 1.00 EN 1992-4, Eq. (7.45)
1.5 · c1 £
0,5
y h,V = (1.5h· c ) 1
³ 1.00 EN 1992-4, Eq. (7.46)
1
y ec,V = £ 1.00 EN 1992-4, Eq. (7.47)
1+ ( 2 · eV
3 · c1 )
y a,V = √(cos a ) + (10.5 · sin a )
V
2
V
2 ³ 1.00 EN 1992-4, Eq. (7.48)
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 conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Hilti PROFIS Engineering 3.0.83
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Company: Page: 6
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, 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 Engineering
calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions
explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. 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 EN 1992-4, Annex A!
• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 6.1 of EN 1992-4! For larger diameters
of the clearance hole see section 6.2.2 of EN 1992-4!
• 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.
• For the determination of the y re,v (concrete edge failure) the minimum concrete cover defined in the design settings is used as the concrete
cover of the edge reinforcement.
• The characteristic bond resistances depend on the return period (service life in years): 50
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
Hilti PROFIS Engineering 3.0.83
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Company: Page: 7
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
7 Installation data
2
Anchor plate, steel: E 250 (Fe 410 W) A; E = 200,000.00 N/mm ; fyk = 250.00 Anchor type and diameter: HST3 M16 hef2
2
N/mm
Profile: ISMB, ISMB 200; (L x W x T x FT) = 200.0 mm x 100.0 mm x 5.7 mm x Item number: 2105858 HST3 M16x135 35/15
10.8 mm
Hole diameter in the fixture: df = 18.0 mm Maximum installation torque: 110 Nm
Plate thickness (input): 12.0 mm Hole diameter in the base material: 16.0 mm
Recommended plate thickness: not calculated Hole depth in the base material: 108.0 mm
Drilling method: Core drilled Minimum thickness of the base material: 140.0 mm
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Setting: Machine torqueing with SIW 6AT-A22 and SI-AT-A22 module
Hilti HST3 stud anchor with 85 mm embedment, M16 hef2, Steel galvanized, installation per ETA 98/0001
20.0
y
200.0 200.0
50.0
3 4
250.0
400.0
x
250.0
1 2
50.0
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
7
Hilti PROFIS Engineering 3.0.83
www.hilti.group/content/hilti/CP/XX/en.html
Company: Page: 8
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
8
Hilti PROFIS Engineering 3.0.83
www.hilti.group/content/hilti/CP/XX/en.html
Company: Page: 9
Address: Specifier:
Phone I Fax: | E-Mail:
Design: SAURAV Date: 2/2/2023
Fastening point:
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan