1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Fastening Point: Date: 19/04/2016

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Gregory Gaines
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Specifier's comments: 1 1 Input data Anchor type and size: HST3-R M8 hef2 Seismic/Filling set or any suitable annular gap filling solution Effective

001 Annex C/2010) + Seismic (EOTA TR 045) Seismic performance category: C1 Seismic proof type: 5.

1 Specifier's comments: 1 1 Input data Anchor type and size: HST3-R M8 hef2 Seismic/Filling set or any suitable annular gap filling solution Effective embedment depth: h ef = 47 mm, h nom = 54 mm Material: A4 Approval No.: ETA-98/0001 Issued I Valid: 6/11/ Proof: Design method ETAG (No. 001 Annex C/2010) + Seismic (EOTA TR 045) Seismic performance category: C1 Seismic proof type: 5.3 a1) Capacity design Seismic load percentage <=20%: no Stand-off installation: e b = 0 mm (no stand-off); t = 8 mm Baseplate: l x x l y x t = 166 mm x 68 mm x 8 mm; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, C20/25, f cc = 25,00 N/mm 2 ; h = 200 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 Geometry [mm] & Loading [kn, knm]

2 2 2 Load case/resulting anchor forces Load case: Design loads y Anchor reactions [kn] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 3,708 0,380 0,353-0, ,708 0,380 0,353 0,141 max. concrete compressive strain: 0,14 [ ] max. concrete compressive stress: 4,29 [N/mm 2 ] resulting tension force in (x/y)=(0/-10): 7,416 [kn] resulting compression force in (x/y)=(0/32): 2,402 [kn] Compression x 1 2 Tension 3 Tension load (ETAG, Annex C, Section 5.2.2, EOTA TR 045, Section 5.6) Load [kn] Capacity [kn] Utilisation N [%] Status Steel failure* 3,708 12, OK Pull-out failure* 3,708 4, OK Concrete cone failure** 7,416 9, OK Splitting failure** N/A N/A N/A N/A * most unfavourable anchor **anchor group (anchors in tension) 3.1 Steel failure N 0 Rk,s,seis [kn] gap seis N Rk,s,seis [kn] M,s,seis N Rd,s,seis [kn] N Sd,seis [kn] 17,700 1,000 1,000 17,700 1,400 12,643 3, Pull-out failure N 0 Rk,p,seis [kn] gap seis N Rk,p,seis [kn] c,seis M,p,seis 7,500 1,000 0,850 6,375 1,000 1,500 N Rd,p,seis [kn] N Sd,seis [kn] 4,250 3, Concrete cone failure A c,n [mm 2 ] A 0 c,n [mm 2 ] c cr,n [mm] s cr,n [mm] e c1,n [mm] ec1,n e c2,n [mm] ec2,n s,n re,n k 1 0 1, ,000 1,000 1,000 7,200 N 0 Rk,c [kn] gap seis N Rk,c,seis [kn] M,c,seis N Rd,c,seis [kn] N Sd,seis [kn] 11,600 1,000 0,750 14,870 1,500 9,913 7,416

3 4 Shear load (ETAG, Annex C, Section 5.2.3, EOTA TR 045, Section 5.6) 3 Load [kn] Capacity [kn] Utilisation V [%] Status Steel failure (without lever arm)* 0,380 10,200 4 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout failure* 0,380 12,986 3 OK Concrete edge failure in direction ** N/A N/A N/A N/A * most unfavourable anchor **anchor group (relevant anchors) 4.1 Steel failure (without lever arm) V 0 Rk,s,seis [kn] gap seis V Rk,s,seis [kn] M,s,seis V Rd,s,seis [kn] V Sd,seis [kn] 15,000 1,000 0,850 12,750 1,250 10,200 0, Pryout failure A c,n [mm 2 ] A 0 c,n [mm 2 ] c cr,n [mm] s cr,n [mm] k-factor ,620 e c1,v [mm] ec1,n e c2,v [mm] ec2,n s,n re,n 0 1, ,000 1,000 1,000 N 0 Rk,c [kn] gap seis V 0 Rk,cp,seis [kn] V Rk,cp,seis [kn] 11,600 1,000 0,750 25,973 19,480 M,c,p,seis V Rd,cp,seis [kn] V Sd,seis [kn] 1,500 12,986 0,380 5 Combined tension and shear loads (EOTA TR 045, Section 5.6) N + V <= 1 N V Utilisation N,V [%] Status 0,872 0, OK 6 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! Check your national regulations for proper selection of the seismic performance category! 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 design method ETAG (filled holes) assumes that no hole clearance between the anchors and the fixture is present. This canbe achieved by filling the gap with mortar of sufficient compressive strength (e.g. by using the HILTI Seismic/Filling 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. Fastening meets the design criteria!

4 7 Installation data Baseplate, steel: - Anchor type and size: HST3-R M8 hef2 Profile: no profile Installation torque: 0,020 knm Hole diameter in the fixture: d f = 9 mm Hole diameter in the base material: 8 mm Plate thickness (input): 8 mm Hole depth in the base material: 64 mm Recommended plate thickness: not calculated Minimum thickness of the base material: 100 mm Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required Recommended accessories Drilling Cleaning Setting Suitable Rotary Hammer Manual blow-out pump Seismic/Filling set Properly sized drill bit Torque wrench Hammer y Coordinates Anchor mm Anchor x y c -x c +x c -y c +y

5 8 Remarks; Your Cooperation Duties 5 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.

6 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)

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Obeikan Tensile Struct

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Obeikan Tensile Struct 1 Specifier's comments: Typiacl Base plate Design (B3) for Nodes 5985 & 5977- Critical Combination LC17 (1.2D.L.+1.6S+0.8WX CASE B) 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V (8.8) M27 Seismic/Filling