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 Anchor Designer™SoftwareVersion 2.0.4896.3

CALCULATION SHEET FOR SIMPSON STRONG-TIE ANCHOR DESIGNER™ SOFTWARE

Base MaterialConcrete: Normal-weight C 30/37Concrete thickness, h [mm]: 300State: Non-crackedCompressive strength, f ck.cube [N/mm²]: 37.00ReinforcementReinforcement to control splitting provided: NoNormal reinforcement: Yes

Base PlateLength x Width x Thickness [mm]: 185 x 185 x 16

GeneralDesign method: ETAG Annex C / TR029Units: SI units (metric)

Anchor Information: Anchor type: Torque controlled expansion anchor Material: Carbon SteelDiameter [mm]: 16

Effective Embedment depth, hef  [mm]: 80hmin [mm]: 160ccr,N [mm]: 120scr,N [mm]: 240ccr,sp [mm]: 200scr,sp [mm]: 400cmin [mm]: 90smin [mm]: 90

2. Input Data & Anchor Parameters

Project description:Location: Dubai, JBR JumeirahFastening description: Mezzanine Reel Cinema

Customer company:Customer contact name:Customer e-mail:Comment:

1.Project information

Load and GeometryDesign loads:NSd [kN]: -20.00VxSd [kN]: 0.00VySd [kN]: 0.00MxSd [kN]: 11.00

MySd [kN]: 0.00MzSd [kN]: 0.00

<Figure 1>

Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.

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<Figure 2>

Recommended Anchor  Anchor Name: Throughbolt WA - WA 16/140 Approval No: ETA-11/0080

Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.

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3. Resulting Anchor Forces

 Anchor Tension load,

NSd [kN]

Shear load x,

VxSd [kN]

Shear load y,

VySd [kN]

Shear load combined,

VSd = √(VxSd)²+(VySd)² [kN]1 0.99 0.00 0.00 0.002 38.32 0.00 0.00 0.003 38.32 0.00 0.00 0.004 0.99 0.00 0.00 0.00

Sum 78.62 0.00 0.00 0.00

Maximum concrete compression strain [‰]: 0.79Maximum concrete compression stress [N/mm²]: 23.63Resultant tension force [kN]: 78.62Resultant compression force [kN]: 98.62Eccentricity of resultant tension forces in x-axis, e'Nx (mm): 0Eccentricity of resultant tension forces in y-axis, e'Ny (mm): 43

<Figure 3>

40.781.5043.870.7371.0001.00057600108900

NRd,c [kN]gMcN0Rk,c [kN]Yec,NYre,NYs,N A0

c,N [mm2] Ac,N [mm2]

NRd,c = NRk,c /gMc = N0Rk,c(Ac,N / A0

c,N)Ys,NYre,NYec,N /gMc [Eq. 3.2 & 5.2]

43.878037.0010.1

N0Rk,c [kN]hef  [mm]f ck,cube [N/mm2]k1

N

0Rk,c

 = k1

Öf ck,cube

hef 

1.5

[Eq. 5.2a]

Concrete Cone Resistance [Sec. 5.2.2.4]

56.571.4079.20

NRd,s [kN]gMsNRk,s [kN]

NRd,s = NRk,s /gMs

Steel Resistance [Sec. 5.2.2.2]

4. Resistance to Tension Loads

Fail (Governs)1.9340.7878.62Concrete Cone

Pass0.6856.5738.32Steel

StatusRatioResistance, NRd [kN] Action Load, NSd [kN]Tension

Proof of Tensile and Shear Failure and Interaction [Sec. 5.2.4]

6. Results

FAIL! Selected anchor type and embedment do not meet the selected design critea.

7. Installation

Effective embedment depth, hef  [mm]: 80Concrete thickness, h [mm]: 300Drilled hole diameter [mm]: 16Drilled hole depth [mm]: 110Installation torque [Nm]: 100.00Base plate thickness [mm]: 16Fixture hole diameter [mm]: 18

Installation instruction:http://www.strongtie.co.uk/anchors/eta/ETA-11-0080_en.pdf 

Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.

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9. Contact Information

Simpson Strong-TieWinchester RoadCardinal PointTamworthStaffordshireB78 3HGUnited KingdomTel: +44 1827 255 600E-mail: uktechnical@strongtie.comwww.strongtie.co.uk

8. Warnings

- Calculated concrete compression stress exceeds the permissible bearing stress of ɑf ck/ɣc per DIN 1045-1:2008-08 Equation (67).

- Designer must exercise own judgement to determine that the requirements in ETAG 001 Annex C Section 6 "Serviceability limit state" andSection 7 "Additional proofs for ensuring the characteristic resistance of concrete member" are fulfilled where required.

- Splitting failure is not evaluated since ETAG 001 Annex C Section 5.2.2.6 a) or b) is fulfilled.

- Per ETAG 001 Annex C Section 5.2.2.5, splitting failure is avoided during anchor installation by complying with minimum values for edgedistance Cmin, spacing Smin, member thickness hmin and reinforcement as given in the relevant ETA.

- Designer must exercise own judgement to determine if this design is suitable.

- Refer to manufacturer’s product literature for hole cleaning and installation instructions.

Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.