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Home My WebLink AboutSDP202300019 Calculations Major Amendment, Final Site Plan 2020-11-15ANNEX TO STRUCTURAL CALCULATION REPORT Vat nuOmberS B87758033 Date: November 2020 Sant La Llagosta-Ba 08120 La Llagosta -Barcelona Tel. 93 611 61 51 1. Materials — technical sheets: • 01 Glass • 02 Polyethilene cone • 03 Screw (DIN 7991) • 04 Nut (DIN 985) • 05 Washer (DIN 9021) • 06 Brackets • 07 Selftapping screws (DIN 7504-K) 2. Structural analysis - glass manufacturer. 3. Pendulum body impact resistance (EN 12600). K 1. Materials — technical sheets: • 01 Glass • 02 Polyethilene cone • 03 Screw (DIN 7991) • 04 Nut (DIN 985) • 05 Washer (DIN 9021) • 06 Brackets • 07 Selftapping screws (DIN 7504-K) 191 01 Glass CE Marking of Thermally toughened glass - EN 12150-2:2004 CE Marktug of Heat soaked Thermally toughened glass - EN 14179-2:2005 AG Declaration of performances Planibel clear Thermally toughened or Heat soaked thermally toughened We AGC Glass Europe Building Division Chaussee de La Hulpe 166 - B 1170 Brussels Tel.: + 32 - (0) 2 674.31.11 - Fax: + 32 - (0) 2 674.44.62 Declare, under his sole responsibility. the following characteristics for the CE Marking of the glass products framed PLANDIEL CLEAR Thermally toughened or Heat soaked thermally toughened, intended to be used in buildings and construction works, following EN 12150-2:2004 / 14179-2:2005 Planibel clear Thermally toughened or Heat soaked AVCP thermally toughened characteristics in : S stems 3 mm 4 mm Soon 6 mm 8 mm 10 min 12 mm 1. Resistance to fire I3501-2 1 NPD NPD NPD NPD NPD NPD NPD 2. Reaction to fire 13501-1 3.4 At At At Al At Al Al 3. External fire perfirutances 3,4 NPD NPD NPD NPD NPD NPD NPD 4. Bullet resistance EN 1063 1 NPD NPD NPD NPD NPD NPD NPD 5. Explosion resistance (EN 13541) 1 NPD NPD NPD NPD NPD NPD NPD 6. Burglar resistance (EN 356) 3 NPD NPD NPD NPD NPD NPD NPD 7. Pendulum body in act resistance I2600 3 NPD IC3 IC3 1C2 IC2 ICI 1Cl 8. Resistance against sudden temperature change and tentperanuv differentials 4 200 K 200 K 200 K 200 K 200 K 200 K 200 K 9. Wind. snow, pertnanent and kuposed load resistance 4 NPD NPD NPD NPD NPD NPD NPD 10. Dire airborne sound reduction (EN 12758): Rw (C:Ctt) 3 29 (-2; 5) 30 (-2;-4) 30 (-l; 2) 31(-2: 3) 32(-1;-2 34 (-2r3) 35 (-2; 3) 11. -U-value (EN 673) 5,8 5,8 5,8 5,7 5.7 5,6 5,6 -Normal emisshi F. coated side 12898 3 0,89 0,89 0,89 0,89 0,89 0,89 0,89 12. Light naturnission/reflection N410: / N / ' 3 90/8/8 90/8/8 89/8/8 89/8/8 88/8/ 87/8/8 86/8/8 13. - Solar transmission/reflection/factor(EN 410): T./p,/p', 8618/8 84/8/8 83/7/7 81/717 78/7/ 75/7/7 72/7/7 - Solar factor: g 3 88 86 85 84 82 79 77 14. Durability 3 PASS PASS PASS PASS PASS PASS /PASS Brussels E. Ceriam VV 14th of June 2013 Primary Sales & Strategic, Marketing Director, Building 4 5 0 37. Placement of the glass in one side. 0 38. Placement of the glass in the other background. 91 02 Polyethylene cone m 03 Screw (DIN 7991) i WURTH DIN 7991 Innenseahskantsahraoben mil Senkkopf SIMI 08.8 rerzinkt b10u pmsme0 )A2K1 Stahl 0109 blank S1ohl 010 9 vmz,4t, b109 p0s4iviee )A2K) A2 A4 N4rilM�mwr6 A A4n W 114 W w w 11 M12 M14 M16 3730 MI_S 13J OO M�M39 JO fJ9 6 S 10 13 10 AMN 24 b IT 16 326 IS 73 m W 34 --- _ Se �Q 4e 54 .� : 12.5 13 14 13 116 IS 10 110 112 13 14 1. 11,7 12.3 12A 13.3 44 115.5 16.5 17 17.5 IS SS 14 AdlgfM1.Lurw9wd.MNSdIAw.j ON004N1900 W+Vw.+Aw t+.A1�i.y Ertl r......d N..�In.ry e. r.ud•.1b.M Ad4�1♦ez3Nb4awr.6reW rlp.wl..e.Ow.4. aawen.,.,, ........ 0 0 R S M4mm iml.dIaw.a M3 W 138091 m1n 4 S09MOM 4sI.61wps.k63[) M.4r. N1735 OW36 smss 0097310 OM7312 OM7316 OM73 3!0 11017325 IUM73 30 1 0087]40 1_ 001746 M74s 0017413 007416 OM74 i1 =7470 OM74 33 001174 SS oM74 30 00174 35 0017440 0017443 00074 SO 0047455 0417460 001756 00173 A 0007510 0017 5 11 0001513 001173 14 1OM7! le loomy3 is OM7310 SIah1010.91,6M M.Nr. OM934 001935 OON36 00693a _ ~3 to SONS 13 OM9316 OO1k933O 00N323 OM9330 (TONS ITS 00419340 WN345 W893 50 008946 oM945 10 'ow94 12 'OON4 14 i00894 to 089 _ 04 1s M9430 OO194 SS 00894 30 OM94 35 0019440 OM9445 OM94 s0 0009460 OM956 00495 a SiO 00NS 12 10Ns 14 OOHS 16 00195 90 Sr9N010.9 A3 ve, bl49 pa M. IA3KI An.N.. An.Nr, 00e9014 010035 0089036 010036 M8901 IT 8 -00I903 10- 01003 10 WNW 17 01003 10 MN 0314 0100314 MNM 16 01003 1e 0100318 008903 30 01003 70 0009032S 0100325 00NO3 S0 01003 30 00N0115 0100335 WNW 40 0100340 0100145 MNO3 W 01003 so M99M US MNO] s0 MNas 0089M6 010046 MNM■ 01M48 MNM 10 _ 01004 10 MNM IS 01M4 13 MNM IS 01004 14 MNM 10 �O1M4 1e MNM 1i�O1004 19 MNM 30--_.O1M470 1OCN04 35 01004 SS M9904 SO o1M4 30 MNM 33— 01M4 35 MNM 40_ 01M440 MNM 45 01M443 MNM 50 01M4 50 MNM Ss MNM eO 01M460 OON 056 010056 01M57 MN os 0 01005 8 MN 0510 01005 10 MNM 13 _ 01005 13 MNM 14 01M5 14 MNM I! 01005 16 MN OS it o1Ms I9 MN OS ]O 01005 20 M M.W. _ M"3 m"3 -MW3 03993 0"93 TWOS 00993 ON93 03993 -M903 02993 03994 039v4 0]094 -m994 02994 M"4 02"4 02"4 �ON94 00N 07N4 0390A- 03994 ONO4 03994 03995 _039v5 03995 03995 m"5 - O3Ns -5 M3 a M3 S M3 10 M3 13 M3 14 M3 16 M3 IS M3 SO M3 35 M3 30 M] u Ali 40 M3 0 1_ M3 SO M3 60 M3 80 w s A14 6 W 5 M4 to w t3 w 14 w16 W is W_ M4 _M4 W30 i0 ]3 33 MI 35 MA 40 w 45 M4 SO Au 55 W bo IM 70 MS 6 MS 7 MS 0 M5 to MS 11 MS 92 MS 14 MS 1 16 MS Is 4lS i0 we.me....r6u 7.1..n./.+w-•�eeo..n WE 04 Nut (DIN 985) DIN 985 WORTH tt Mutter. trait r.d..ierter Belo stborkeit T Sechsk4ntm0lein n«h diexr zuwckgezogenen O DIN 985 mat gen, NA fiemh6he IN N I bal9stbor ant dan hlifkrditan n«h DIN EN ISO 208982 0 t " Zm Unbrs<heidung wind die Kannzerthnung der _ fl _ S FnfigkaMllwx mil... xnkre<hten Bolken wu and himer de, Fm1gkei6kennz.hl erg9nzt SraN 181 ..., $1ah11el ..., 5rahl 1101 vz., A2 gab poo. War. pow. 8.Ib pesa. Gawlnde e h na, s AN•K• aa," r. An. Nr. Ar1.Nr. d ann, m M 3 6� m I_65 mm 036603 03683 011913 M_/ 7 e< 2_I 03eB W O]68♦ 0091 • 9 5 8.79 S 275 F 036605 OWS _ - 03915 1005 0 1.3 1' 016806 4XJ686 01706 0"16 A4 DIN 985 wvrde erxta du<h 150 10511, 10512, 7040 St9hl 181 .aczinkl, gelb (A2C( Stahl 181 verzinkl, blou p9seleiert(ala Sochi 1101 mrzlnkr, gelb lA2C( A2 A4 MdF. 3 • OJ975 OOA6 - - - ... 0]6808 Owe 03708 0391111 0079 - 10 9 10 15 O36e 010 OW 10 OJro 10 0391 10 OW w Sechskantmuttcrn DIN 985 . I 16.9 10 5.5 1.' 03680101 W 10 I 0]ro 10 1 _ .125 16,9 10 1 5.5 1/ 036.010125 036810 125 WM 10 125 - Festigkcitsklo sse 181 ,.IS 16.9 10 5.5 •IS - Ow 10 IS 037010 15 - - Stahl varzinkt, blau pessiviart (A2K( 21,1 12 6.0 19 012 OJ6812 03ro 12 039112 12 M 12. 1 21.1 12 6A 19 036812 1 03J011 1 Abm. M4 M12 x 1,5 12.125 21.1 12 6.6 - OJ6812 125 WM 12 125 - - - Art. Nr. 0964 368 12.1.5 21.1 12 6.6 0369 01215 0368 12 15 03M 12 15 - 14 2A49 14 7.7 _'o 1: 0068014 OJ6814 03ro 14 0"1 14 ON714 14. 1.5 24,49 14 77 :. OJ6801415 036814 15 o3ro 14 13 - 16 76.73 16 -i 0868016 OJ6816 DOM 16 0"116 ON716 - lox 1.5 76,73 16 OWO1615 036816 13 DOM 16 15 IB 19.56 1e,5 _ v1i 0368 Ole 036818 03ro1e 0]911e 03971• 10.1.5 7g56 18.5 9,9 - 036818 1s 03ro16 15 - 20 Z93 0 11 J'i- O]68U20 OJ662O W70" orti?l" W9720 20. 1.5 2.95 0 11 r3o 0363 20 15 WM 10 15 - 20.2 2.93 0 11 30 0368 20 2 -- 22 5.03 2 12.7_.32 - OJ611 22 0119122039722 22.1.5 5.03 12.2 1: - 036922 15 - SechakOnlmunem DIN 985 L 0,55 d 13.1 3e O]68024 0]MM o.1ro14 0.101240J91 ]d Festigkcitsklmse 1101 24.1,5 29.55 4 13,2 136 036824 13 03M 24 15 - - Sbhl gelb veraink1, (A2q 24.2 30,33 132 6 OW 2.2 OJro14 2 - _ 9 5.2 7 14.8 k 1 036627 - 0"727 Abm. M&M16. 1,5 30 IS 16.5 0368 JO .`_ W91 30 0"7 30 Ar1.Nr. 0964 370 30.7 P2 6,5 k6 0]6e>0 2 33 05.37 16.2 PO0369 ]3 �- f• (- 1 2 $ YYaM,reara Ll.a,b..Vw YubLLM++V>M u}Es( J. 4Mi.uM[,.+wiK 9.lWe1.�W.4x r...s�e..a�er..arY..µ.s..d..►e.ww'.,..es fr YaYMVMG�M. 4.ps.6aM,a.. m -C Y. in -C . Uv Ilyr,Aa1 rw.M Iwr�Yk,y Vt N n0� . M.YvwJ,N.w LM1r4. nd a4w. d«ti (gab . 11 05 Washer (DIN 9021) Sortlmente An: Nr.09M407 DIN US, vrNesb, 6b• ym•IVNrt I !N,11 10 Abmcxungen .on 3,2 - 21 mm • 1425 kJ. BkeNaven.1 R frck K„meaoN E.,kge WORTH Stheiben nach DIN 125 Mating (MS) Stahl(ST) A2, A4 51.. Polyearnld VA 6.6' •elew.ea a•a.•N..•.m... s.n..w,[ ro-'w c - ��.. tno.�w.e..xea •« -o, •ewc Ait.- ,.. 09M 407M1 DIN US,.rtlA% 0.16I.WM Inhall 8Abmexuogen wn 4,3,.15,0 mm - 7M kk DM 127 Fe -nge, gdb po-? 8 Abmevvu nwn 4.1-Y.2 mm-700 k4e Bl hkaVen me N.Irch K VVdhEnlogo DIN 125, ►tlyseld Inhale- 8 Abmesw. y7 .on 3.2-13,0 mm • I VO kde Bk hkc~ me&larh Kuni m f EA,,e VAr61df Messing Sbhl %hl n.. blonk blank blow poss Slphl n, gelb pax. A2 /1 4^e� A4 �' Ibl'o d (mew) Art: Nr. . • fOr Sch,oaben 2 M 2 25 M2,5 3 M 3 37 M 3,5 0400 0405 0407 04070 LMW dl Slo,keh dtnm mm mm 22 5 0.3 2,7 6 0.5 3,2 7 0,5 3,7 8 0,5 0409 0412 042100 4 M 4 4,3 9 0,8 5 M 5 53 10 10 6 M 6 64 12 8 M 8 4 1 10 M 10 1 ,20 12 M 12 13,0 24 2 14 M 14 15,0 28 2 16 M 16 170 30 3 0 18 - M 18 19,0 34 30 20 M 20 22 M22 24 M 24 21,0 37 3,0 39 30 44 4,0 50 _ 4,0 _ 50 4,0 23,0 25,0 26 M26 27,0 27 M27 280 28 M28 290 50 40 30 M_30 310 56 4,0 32 M 32 36 M 36 38 M 38 40 Moo 42 M42 45 M 45 48 M48 33,0_1 37,0 39,0 60 5,0 66 5,0 72 60 1 72 6.0 1 78 7,0 1 92 8,0 410 430 500 _ 52 M52 54,0 1 98 8,0 _ 55 M 55 56 M56 60 M 60 57,0 105 9,0 105 90 110 9 58,0 - 62,0 64 M64 660 I15 90 12 06 Brackets 70 70 0 m W m 0 Cu 1, 40.7 18.1 20 35 15 70 3 13 'g9 i cia 07 Selftapping screws (DIN 7504-K) Reference FT BRO WhM11EEX TECHNICAL DATA SHEET Date 2sosn2 Revision 17 Designation: SELFDRILLING SCREWS 6. GEOMETRICAL DIMENSIONS Codes ABPC, 6.1.- ABE SCREW (DIN 7504-K): SELFDRILLING SCREW WITH HEXAGONAL HEAD AND STAMPED WASHER c e +1 dp� Thread ST 3.5 ST 4.2 ST 4.8 ST 5.5 ST 6.3 dk: washer head diameter [MMI 8 8.5 10 10.5 12.6 k: head thickness mm 3.3 4.1 4.3 4.3 6.3 c: washer thickness [MMI 1.2 1.5 1.6 1.9 2 s: nut key mm 6 7 8 8 10 D: thread outer diameter mm 3.53 4.22 4.80 5.46 6,25 d: thread inner diameter mm 2.64 3.10 3.58 4.17 4.88 itch mm 1.3 1.4 1.6 1.8 1.8 I: lengths mm 9.5 - 32 13 - 38 13 - 38 19- 75 19 - 140 IG: maximum thread length mm 90 90 90 90 90 Magnetic power do bits codes I BOCA006 BOCA007 BOCA008 BOCA0081 130CA010 Drilling range mm 0.70 - 2.251 1.75 - 3.00 1.75 - 4.40 1.75 - 5.25 • Zinc platted covering (ABE code) • General use for metal - metal fixing • Versions with EPDM washer assembled for facades and roofing water tight fixing (see Technical Data Sheet ARVUL). @2006 Tecnicas Expansivas S.L. 14 2. Structural analysis - glass manufacturer. 15 AGCGlass for Padel court 280i of October 2020 Contact client AGC Contact AGC ATE _ Pedragosa Objet Glass for padel court TAS Technical Advisory Service The aim of the study is to verify two cases of thickness of thermally toughened glass for enclosing a padel court. only the action of the wind is considered, and the corresponding maximum value is calculated for each thickness 10 or 12 mm. Note l : The wind value for a specific project is given by relevant authorities or can be agreed on a project -specific basis between relevant parties such as designers and clients. The characteristic values of actions for the design of glass structures, including any regional, climatic and accidental situations, shall be obtained from the relevant parts of EN 1991. For the wind, EN 19911-4 and national annexes apply. 1— Glass and fixings The glass volumes are 1995 x 2995 with 6 countersunk holes. The glass shall conform to EN 12150. Heat soaked glass complying to EN 14179 is recommended by AGC. 57,5 Z 5/,S Z 2995 400 1097 1097 401 018 018 m18 018 018 0 1 a 400 1097 1097 401 1995 Affaire : T /� S AG Glass forPadelcourt I / \ 28rh of October 2020 Technical Aclviwry Service Details of accessories used with the metallic flush head fittings, directly connected to the glass were communicated by ATE: a gasket in PA 66, thickness 1.6 m supplied by Wurth , a truncated cone in polyethylene (Takma) 22 Modellingand criteria criteria The calculation were performed by finite element analysis with Sl Mepla. Mechanical properties of the polyamid and polyethylene were assumed as indicated in the reports. According to Cahier CQSTB n° 3574_v2, the maximum deflection at service limit state (SLS) allowed is either 50 mm or limited to 1/100e of the distance between two holes. In this case, the deflection is larger in the middle of the width, ie 18.8 mm is the more onerous criteria and will be applied. The design value for a clear thermally toughened glass is 65 MPa for bolted glass, in reference to Cahier CSTB n° 3574 _v2 . The stress is calculated at ultimate limit state with yQ= 1.5. Note 2 : SLS and ULS limit states are defined in EN 1990. Note 3: The design value of bending stress is calculated with the material partial factors ymA=1,8 for annealed glass, as in EN 16612; yM,v= 1,8 for pre -stress glass as given in Cahier CSTB n°3574_v2. 3 Results The detailed calculation are given in annexes 1(for 10 mm) The maximum values for wind are summarized in this table for the thicknesses 10 mm. The maximum stress valued are encountered close to the fittings. Max wind SLS WSIS Max. deflection Max wind ULS = 1.5 x Wsls Max stress 10 mm 650 Pa 18.3 mm 1075 Pa 56.5 MPa Annie Criaud Technical Advisor France **************************************************************************************************** Dynamic pressure formula: 1 9=Z pvz q = 2 p vz V21 = 2q V2 = 2q _ 2.1o7s v — v = 1720 4 m v = 41,47 = 149, 30 km/h 1,zs s 17 DISCLAIMER This transmission is provided by AGC Glass Europe SA (AGC). The information contained in this transmission and all the attachments are confidential and intended solely for the addressees only. if you have received this transmission in error, please notify the sender immediately. The unauthorised use, disclosure, copying or alteration of this transmission is strictly forbidden. AGC will not be liable for any direct, special, indirect or consequential damages arising from any unauthorized use or alteration of the contents of this transmission by a third party or as a result of any virus infection. Any general or specific technical advice given upon explicit request is provided to the best of our knowledge and is based on the appropriate product and industry standards. Any general or specific advice is only given within the framework of the project and the limits for which it has been requested, no further or otherwise. It is strictly based upon the written information previously provided by the customer. Incomplete information or erroneous information will influence the general or specific advice, forwhich no responsibility can be attributed to AGC. Misunderstandings between the customer and AGC are possible. The customer is therefore requested to check again the written information previously provided to AGC upon reception of the general or specific advice or at the latest priorto the use thereof. AGC shall under no circumstances be held liable if other design aspects (acoustics, other mechanical and thermal loads, safety, security, replace ability etc.) should be or should have to be considered, for which AGC did not get the required information and request for analysis and evaluation. AGC will not be responsible for any costs and/or damages resulting from or in relation to the content of any general or technical advice it provides unless the damages were a result of an act or behaviour for which AGC is mandatory liable under the applicable law. With this disclaimer, AGC limits its liability as far as it is permitted under the applicable law. In any use, and as far as permitted by law, AGCs liability shall be limited to the contractual value or the invoiced amount for the general or specific technical advice, no further or otherwise. To the extent that AGCs general conditions of sale are not derogating from this disclaimer, they shall apply to any general or specific advice provided try AGC, excluding explicitly any general or particular terms of the customer. A copy of these general terms of sale can be downloaded from our website www_vnnrnl.^��cr„m or provided upon request. IF Project: AC 2020 - Padel 6 points 10 mm SJ MEPLA Calculation protocol: Geometry: Edge Bordsrpoint Arccenter Direction of rotation mm non mm nun +/- 1 0.00 0.00 2 1995.00 0.00 3 1995.00 2995.00 4 0.00 2995.00 Supports: Spring supports: Package Layer x y z C_x C_y C_z C_m C_0 mm nvn mm N/mm N/. N/nmi N. N. 1 1 0.0 0.0 0.0 1.000e+00 1.000e+00 0.000e+00 0.00e+00 0.00e+00 1 1 1995.0 0.0 0.0 0.000e+00 1.000e+00 0.000e+00 0.00e+00 0.00e+00 Point fixings: Position of point fixings: ------ Position -------- -- Spring rigidities at base point of the point fixing --- Reference x y z C_x Cy C_z C q) C_0 -mn M M N/= Nhmn N/= Nm/rad Nmm/rad 1 1937.50 2594.00 -20.00 1.000e+04 1.000e+04 1.000e+04 1.000e+06 1.000e+06 1 1937.50 1497.00 -20.00 1.000e+04 1.000e+04 1.000e+04 1.000.+06 1.000e+06 1 57.50 2594.00 -20.00 1.000e+04 1.000e+04 1.000e+04 1.000e+06 1.000e+06 1 57.50 1497.00 -20.00 1.000e+04 1.000e+04 1.000e+04 1.000e+06 1.000e+06 1 1937.50 400.00 -20.00 1.000e+04 1.000e+04 1.000e+04 1.000e+06 1.000e+06 1 57.50 400.00 -20.00 1.000e+04 1.000e+04 1.000e+04 1.000e+06 1.000e+06 Kind of point fixing: Type Radius Radius E-modul E-modul Thickn. Thickn. Height Radius Reference Bush Disk Shim Bush Shim Bush Cone Cone M Me 1 1 8.90 13.00 60.00 500.00 1.60 4.70 6.00 12.90 Point fixing reference: Reference Manufactor/Name 1 Countersunk fixing Faded Force transmittance mechanisms at the bore hole rim: Point fixing type 1,8: Only the countersunk head is lying in direct contact with the bore hole rim (chamfer) Contact settings: Without contact approaches between bush resp. edgeprotection and glass Without contact approaches between shim and glass Layers: Layer order: Package -Layer -Description 1 1 Glass, heat toughened_trempe Mechanical properties: Package Layer E-mod. v Thickness Density at AT N/nun' mm kg/m' 1/K K 1 1 70000.00 0.23 10.00 2550.00 1.0000,05 0.00 Loads: constant and linear increasing faceloads: see loadcase Calculation approaches: large deflections, non -linear, (transversal to the plane surface) static calculation Characteristics of the finite element mesh: Element size 50.0 mn Number of elements 2637 Number of nodes 10381 (per package) Number of unknown 51905 w Loadcase: 1 (Wind SLS 650 Pa) Coefficients / Safety factors: -- Climate --- Dead weight Wind Snow Line Point ap,AT aH shear 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 Loadcase combination: Wind Snow Climate N/mm' N/mm' outside-0.00065 0.00000 without climate loads inside 0.00000 Resulting face load from wind and snow: N/mn' outside-0.00065 N/mm' =-0.00065 * 1.00 +0.00000 * 0.00 inside 0.00000 N/nm1' = 0.00000 * 1.00 Additional partial faceloads (linear distributed, outside) - here not selected Calculation results: Minimum and maximum displacements w: - Position- Displacement Package x y w mm nun mm 1 997.50 2995.00 -18.31 (min) 0.00 2588.90 1.58 (max) __ mm _ M_Wind__ Snow_Line_Point_dp.dT_dH__Shear_ 0.00 1.00 (1.0) 0.00(110) 0.00 0.00 0.00(0) 0.00(0) 1 1.58 +0.53 -0.51 -1.56 -2.61 2e+01 -3.65 a+01 +� -q 70 a20e•00 -5,75 -6.79 -7,84 -8.89 -9.94 -10.98 -12.03 }+001 -13.08 0+01 04e-02` -14. 12 -15.17 -16.22 -17.26 -18.31 98+01 +01 tftb0�0 59 Z -8.543e-03 -8.493e-03 Magnification: 1.00 Step: 1 - Loadcese: 1 Package: 1 Layer; 1 defo.m. w 947 Loadcase: 2 (Wind ULS 1075 Pa) _______________________________________________________________________________ Coefficients / Safety factors- -- Climate -- Dead weight Wind Snow Line Point Ap, AT AR Shear 0.00 1.50 0.00 0.00 0.00 0.00 0.00 1.00 Loadcase combination: aSr_i Snow climate N/mm= N/mn' outside-0.00065 0.00000 without climate loads inside 0.00000 Resulting face load from wind and snow: N/mm' outside-0.00097 N/nun• =-0.00065 • 1.50 +0.00000 * 0.00 inside 0.00000 N/mn• = 0.00000 • 1.50 Additional partial faceloads (linear distributed, outside) - here not selected Calculation results: N I=a principal stress: Package Layer x y a a (max) mm mn N/mm= N/mm' 1 1 (top) 66.86 1496.99 56.48 56.48 (bottom) 1017.31 2989.28 26.90 )yam-2 _ _L4L__W1nd___Snow___Line__Po1nt _dp.dT___dH___Shear_ 5 0.00 1.50(1.0) 0.00(1.0) 0.00 0.00 0.00(0) 0.00(0) 1 +53..16 +49.89 + +46.59 +43.29 1e.02 +40.00 =� +36.70 +33.41 +30.11 +26.81 23.52 +20.22 +16.93 +13.63 4s.02 +10.33 +7.04 +3.74 +0.44 -2.85 -6.15 0e.02 $1 -6.541e-03 -B434e-03 Magnification: 1.00 Step: 2 - Loadcase: 2 Package: 1 Layer: 1 top This protocol was created using SJ HEFLA. Copyright 2000-2019 by SJ Software GmbH Aachen, Germany. 21 3. Pendulum body impact resistance (EN 12600). 22 CE Marking of Thermally toughened glass - EN 12150-2:2004 CE Marking of Heat soaked Thermally toughened glass - EN 14179-2:2005 AG Declaration of performances Planibel clear Thermally toughened or Heat soaked thermally toughened We AGC Glass Europe Building Division Chaussee de La Hulpe 166 - B 1170 Brussels Tel.: + 32 - (0) 2 674.31.11 - Fax: + 32 - (0) 2 674.44.62 Declare, under his sole responsibility, the following characteristics for the CE Marking of the glass products named PLANIBEL CLEAR Thermally toughened or Heat soaked thermally toughened, intended to be used in buildings and construction works, following EN 12150-2:2004 / 14179-2:2005 Planibel clear Thermally toughened or Heat soaked AVCP 3 mm 4 mm 5 mm 6 mm Soon le mm 12 mm thermally toughened characteristics in : Systems 1. Resistance to fire EN 13501-2 1 NPD NPD NPD NPD NPD NPD NPD 2. Reaction to fire EN 13501-1 3,4 At At AI At At At At 3. Extemal fire performances 3,4 NPD NPD NPD NPD NPD NPD NPD 4. Bullet resistance EN 1063 1 NPD NPD NPD NPD NPD NPD NPD 5. Explosion resistance (EN 13541) 1 NPD NPD NPD NPD NPD NPD NPD 6. Burglar resistance (EN 356) 3 NPD NPD NPD NPD NPD NPD NPD 7. Pendulum body impact resistance (EN 12600) 3 NPD IC3 I0 IC2 IC2 1CI 8. Resistance against sudden temperature change and temperature differentials 4 200 K 200 K 200 K 200 K 200 K 200 K 200 K 9. Wind, snow, permaneut and imposed load resistance 4 NPD NPD NPD NPD NPD NPD NPD 10. Direct airborne sound reduction (EN 12758): Rw (C;Cu) 3 29 (-2; 5) 30 (-2;-4) 30 (-1; 2) 31 (-2; 3) 32 (-1; 2) 34 (-2; 3) 35 (-2; 3) 11. - U-value (EN 673) 5,8 5,8 5,8 5,7 5,7 5,6 5,6 - Normal emissivity rn coated side (EN 12898) 3 0,89 0,89 0,89 0,89 0,89 0,89 0,89 12. Li tmmmission/rcflmdon(EN410:16/ ,/ ', 3 9018/8 90/8/8 89/8/8 89/8/8 8818/8 87/8/8 86/8/8 13. -Solartrammission/re0ection/factor(EN 410): 16/p./p', 8618/8 84/8/8 83/7/7 81/7/7 7817/7 75/7/7 72/717 - Solar factor. g 3 88 86 85 84 82 79 77 14. Durability 3 PASS PASS PASS PASS PASS PASS PASS The parameters "X(Y)Z" obtained in the pendulum body impact resistance (EN 12600) are "1C1". "X" and "Z" Parameter: The parameters X (a according to the standard) and Z ((p according to the standard) can adopt the values 1, 2 or 3 (from more to less resistant) depending on the height of the pendulum for which the glass does not break or breaks according to certain breaking conditions established for the test. Y parameter: Type A break mode: In type A, numerous cracks appear, forming many separate fragments with sharp edges, some of which are large. Type B break mode: In type B there are numerous cracks, but the fragments remain together and do not separate. Type C break mode: In type C, disintegration occurs, leading to a large number of small particles that are not relatively harmful. 23