1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

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Audra Walters
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1 Specifier's comments: Design of Typical Baseplate B1 according to Max. forces in Node No. (5984), LC19 (1.2D+1.6S+0.

8) M24 Seismic/Filling set or any suitable annular gap filling solution Effective embedment depth: h ef,act = 200 mm (h ef,limit = - mm) Material: 8.

restraint level (anchor plate): 2.00; e b = 30 mm; t = 15 mm Hilti Grout:, multipurpose, f c,grout = 30.

1 1 Specifier's comments: Design of Typical Baseplate B1 according to Max. forces in Node No. (5984), LC19 (1.2D+1.6S+0.8WY CASE B) 1 Input data Anchor type and diameter: HIT-HY HIT-V (8.8) M24 Seismic/Filling set or any suitable annular gap filling solution Effective embedment depth: h ef,act = 200 mm (h ef,limit = - mm) Material: 8.8 Evaluation Service Report: ETA 11/0493 Issued I Valid: 2/3/ Proof: SOFA design method + fib (07/2011) - after ETAG BOND testing Stand-off installation: without clamping (anchor); restraint level (anchor plate): 2.00; e b = 30 mm; t = 15 mm Hilti Grout:, multipurpose, f c,grout = N/mm 2 Anchor plate: l x x l y x t = 300 mm x 300 mm x 15 mm; (Recommended plate thickness: not calculated Profile: Pipe; (L x W x T) = 168 mm x 168 mm x 3 mm Base material: cracked concrete, C40/50, f c,cyl = N/mm 2 ; h = 500 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) with longitudinal edge reinforcement d >= 12 Geometry [mm] & Loading [kn, knm]

2 1.1 Load combination 2 Case Description Forces [kn] / Moments [knm] Seismic Fire Max. Util. [%] 1 LC15 NODE 5984 V x = 9.200; V y = ; N = ; no no 46 M x = ; M y = 0.810; M z = LC3 NODE 5984 V x = ; V y = ; N = ; M x = 5.050; M y = ; M z = LC3 NODE 5978 V x = ; V y = ; N = ; M x = ; M y = 0.080; M z = LC17 NODE 5984 V x = ; V y = ; N = ; M x = ; M y = 1.530; M z = LC19 NODE 5984 V x = 6.060; V y = ; N = ; M x = ; M y = 1.070; M z = LC19 NODE 5978 V x = 6.460; V y = ; N = ; M x = 9.350; M y = 1.110; M z = LC1 NODE 5978 V x = ; V y = ; N = ; M x = ; M y = ; M z = LC3 NODE 5978 V x = ; V y = ; N = ; M x = ; M y = ; M z = no no 42 no no 43 no no 42 no no 58 no no 44 no no 41 no no 43 2 Load case/resulting anchor forces y Load case: Design loads 1 Compression 3 Anchor reactions [kn] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y max. concrete compressive strain: 0.14 [ ] max. concrete compressive stress: 4.25 [N/mm 2 ] resulting tension force in (x/y)=(-8/-105): [kn] resulting compression force in (x/y)=(15/115): [kn] 2 Tension x 4 3 Tension load SOFA (fib (07/2011), section ) Load [kn] Capacity [kn] Utilization N [%] Status Steel Strength* OK Combined pullout-concrete cone failure** OK Concrete Breakout Strength** OK Splitting failure** N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength N Rk,s [kn] M,s N Rd,s [kn] N Sd [kn]

3 3.2 Combined pullout-concrete cone failure 3 A p,n [mm 2 ] A 0 p,n [mm 2 ] A,Np Rk,ucr,25 [N/mm 2 ] s cr,np [mm] c cr,np [mm] c min [mm] c Rk,cr [N/mm 2 ] max Rk,cr [N/mm 2 ] 0 g,np g,np e c1,n [mm] ec1,np e c2,n [mm] ec2,np s,np re,np N 0 Rk,p [kn] N Rk,p [kn] M,p N Rd,p [kn] N Sd [kn] Concrete Breakout Strength A c,n [mm 2 ] A 0 c,n [mm 2 ] A,N 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 N 0 Rk,c [kn] M,c N Rd,c [kn] N Sd [kn]

4 4 Shear load SOFA (fib (07/2011), section ) 4 Load [kn] Capacity [kn] Utilization V [%] Status Steel Strength (without lever arm)* OK Steel failure (with lever arm)* OK Pryout Strength** OK Concrete edge failure in direction ** N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength (without lever arm) V Rk,s [kn] M,s V Rd,s [kn] V Sd [kn] Steel failure (with lever arm) l [mm] M N Sd / N Rd,s 1 - N Sd / N Rd,s M 0 Rk,s [knm] M Rk,s = M 0 Rk,s (1 - N Sd /N Rd,s ) [knm] V M Rk,s = M * M Rk,s / l [kn] Ms,b,V V M Rd,s [kn] V Sd [kn] Pryout Strength (Concrete Breakout Strength controls) A c,n [mm 2 ] A 0 c,n [mm 2 ] A,N c cr,n [mm] s cr,n [mm] k e c1,v [mm] ec1,n e c2,v [mm] ec2,n s,n re,n N 0 Rk,c [kn] M,c,p V Rd,cp [kn] V Sd [kn] Combined tension and shear loads SOFA (fib (07/2011), section 10.3) N V Utilization N,V [%] Status Steel without lever arm OK Steel with lever arm OK concrete OK N + V <= 1 6 Displacements (highest loaded anchor) Short term loading: N Sk = [kn] N = [mm] V Sk = [kn] V = [mm] Long term loading: NV = [mm] N Sk = [kn] N = [mm] V Sk = [kn] V = [mm] NV = [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!

5 7 Warnings 5 The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (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 Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! 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 fib (07/2011) 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 Seismic/Filling set) or by other suitable means The compliance with current standards (e.g. EC3) is the responsibility of the user Checking the transfer of loads into the base material is required in accordance with fib (07/2011)! Fastening meets the design criteria!

6 8 Installation data 6 Anchor plate, steel: - Anchor type and diameter: HIT-HY HIT-V (8.8) M24 Profile: Pipe; 168 x 168 x 3 mm Installation torque: knm Hole diameter in the fixture: d f = 26 mm Hole diameter in the base material: 28 mm Plate thickness (input): 15 mm Hole depth in the base material: 200 mm Recommended plate thickness: not calculated Minimum thickness of the base material: 256 mm Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 8.1 Recommended accessories Drilling Cleaning Setting Suitable Rotary Hammer Properly sized drill bit Compressed air with required accessories to blow from the bottom of the hole Proper diameter wire brush y Dispenser including cassette and mixer Seismic/Filling set Torque wrench x Coordinates Anchor [mm] Anchor x y c -x c +x c -y c +y

7 9 Remarks; Your Cooperation Duties 7 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.

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No. 1 Specifier's comments: Check of Existing Base plate (B6)- According to max. forces on Node No. 11979, LC 1.4(D.L.+WX) 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V-F (8.8) M27 Seismic/Filling