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nstar Oy is family owned company fuonded in 1981. We offer Finnish steel products globally for concrete connections and composite structures.

2 nstar Oy is family owned company fuonded in We offer Finnish steel products globally for concrete connections and composite structures. nstar s technical assistance is ready to help you in all questions concerning concrete connections. We are glad to help you also with your special connection problems. TE OF CONTENTS page 1. FSTENING PTES 3 2. NCOR OTS, SOES 9 3. RCKETS, S NGERS DIGON TIES REINFORCEMENT JOINTS IFTING NCORS CONY S JOINT 18 pprovals and Quality Control 8. CONSTRUCTION JOINTS 18 Our products are authority approved and the external quality control is handled by Inspecta Certification. nstar has certified quality and environmental management systems according to ISO 9001 and ISO Our production is certified according to standards EN and EN Products have Russians approvals POCC FI and POCC FI EM, FRME SYSTEMS RCING CONNECTIONS 19 CONTCT INFORMTION nstar Oy Erstantie 2, VIÄDE FINND tel fax Product Marking anstar@anstar.fi Products are marked with the manufacturers stamp, metal component type and the week of manufacture. Management Specifications Kari Viljakainen Managing Director More detailed technical information about the products can be found from website. Please ask for English version of product manual. kari.viljakainen@anstar.fi Sales Terms of delivery Jari Vilkman Sales Director Prices VT 0 %, EXW Villähde tel gsm jari.vilkman@anstar.fi Small billing addition ess than 100 's to order 10 + VT. Packaging Pallet will be charged 9 + VT. Returns Returns will be agreed case by case. Technical support and -eams annu umiaho Development Engineer tel gsm hannu.lumiaho@anstar.fi Other terms In other respects, we follow Incoterms 2000.

3 FSTENING PTES 3 SK-FSTENING PTES Y 5-332, -EC-29 Code / t C weight M Rd M Rd T Rd SK SKR SKRr [kn] [knm] [ /piece] SK 50/ ,5 7,7 9,8 0,38 0,30 0,49 2,00 4,60 12,30 SK 100/ ,0 13,7 19,3 0,68 0,68 1,38 3,50 7,70 22,70 SK 100/ ,5 18,4 19,3 1,20 0,91 1,76 5,30 13,60 28,70 SK 100/ ,5 37,2 19,3 2,98 1,86 2,15 8,70 21,90 39,70 SK 150/ ,7 39,6 22,6 2,57 2,57 2,10 8,70 23,20 40,40 SK 200/ ,0 71,5 42,6 6,62 6,62 4,92 14,60 42,20 58,70 SK 250/ ,6 84,6 47,7 10,90 10,90 7,00 24,20 85,80 103,60 SK 200/300 and SK 300/300 are delivered as K-fastening plates Plate nchors SK S235JR+R S235JR+R SKR S235JR+R SKRr SK S235JR+R C t K-FSTENING PTES Y 5-332, -EC-29 Code / t C weight M Rd M Rd T Rd K KR [kn] [knm] [ /piece] K 50/ ,7 13,4 15,8 1,71 0,30 0,72 3,10 6,30 K 100/ ,4 46,2 37,4 3,43 3,43 2,05 4,70 10,50 K 100/ ,0 50,5 38,6 5,15 3,43 2,61 5,90 15,30 K 150/ ,6 71,8 72,3 5,50 5,50 5,48 10,10 26,20 K 100/ ,4 68,2 70,7 7,33 3,66 5,77 10,10 26,20 K 200/ ,0 133,8 177,9 12,2 12,2 11,4 18,70 50,20 K 100/ ,8 120,0 115,9 18,4 6,13 12,7 18,70 50,20 K 200/ ,4 142,0 119,5 18,4 12,2 14,5 27,50 73,20 K 300/ ,0 151,2 123,1 18,4 18,4 17,1 35,20 94,10 Plate nchors K S235JR+R 500W KR W K W C t K-FSTENING PTES Y 5-333, -EC-30 Code / t C weight M Rd M Rd T Rd K KR [kn] [knm] [ /piece] K 150/ ,7 99,7 38,9 8,0 8,0 3,0 9,70 25,00 K 200/ ,5 94,2 38,0 10,6 5,3 3,2 9,70 23,00 K 200/ ,0 201,0 73,0 18,9 18,9 7,3 15,10 42,20 K 300/ ,7 177,0 71,5 28,4 9,3 8,1 15,10 42,20 K 300/ ,4 215,0 74,2 28,4 18,9 9,3 21,20 72,00 K 300/ ,8 231,0 77,0 28,4 28,4 10,9 26,10 87,20 EVY TRTUNNT K S355J2+N 500W KR W K W C t

4 4 KP- J KJ-ONG FSTENING PTES Y 5-333, -EC-30 / t weight KP/-J KPR/-JR [kg/m] [kn] [knm] =2000 KP 100/ ,6 79,4 23,4 37,4 76,40 209,00 KP 150/ ,4 93,6 27,6 37,4 KP 200/ ,2 97,1 28,6 37,4 KP 300/ , ,4 37,4 KP 400/ , ,4 37,4 KJ 300/ , ,7 58,4 KJ 400/ , ,6 58,4 KJ 500/ , ,9 87,6 KJ 600/ , ,6 87,6 98,20 305,00 130,00 369,00 151,00 587,00 201,00 765,00 270, ,00 365, ,00 485, ,00 559, ,00 Plate nchors KP/KJ S355J2+N 500W KPR/KJR W KP/KJ W t J-EVY FSTENING PTES = n*200 max Y 5-333, -EC-30 / t C weight M Rd M Rd T Rd J JR [kn] [knm] J 150/ , ,2 14,2 14,2 5,4 23,80 60,10 J 200/ , ,6 22,2 10,0 31,60 73,80 J 200/ , ,6 29,6 11,4 36,30 90,00 J 250/ , ,9 22,2 14,1 35,60 88,70 J 250/ , ,9 29,6 15,1 40,40 122,40 J 250/ , ,9 46,9 18,0 44,70 130,80 J 300/ , ,1 46,3 24,5 54,80 156,90 J 300/ , ,1 77,1 29,7 67,80 199,80 J 400/ , ,5 121,00 397,00 J 500/ , ,3 132,00 404,00 J 500/ , ,4 173,00 592,00 J 600/ , ,2 256,00 762,00 J 800/ , ,00 911,00 J 800/ , , ,00 J 1000/ , , ,00 J 1000/ , , ,00 t Plate nchors J S355J2+N 500W JR W J W C

5 5 KKT Y 5-333, -EC-30 C weight angle size KKT 50 50x N u V u [kn] 14,1 16,3 = ,00 N u KKT 80 80x ,1 16,3 197,00 KKT x ,0 25,7 302,00 ngle bar nchors V u V u KKT S235JR+R S235JR+R STNDRD STEE NCORS 100 C n*c 100 =6000 standard length VT Y 5-370, -EC-87 t weight VT VTR [kn] t VT ,5 35,2 9,10 - VT ,9 51,5 11,20 - VT ,1 89,1 19, available on special order Plate nchors VT S355J2+N 500W VTr W 140 VT 23 and 24 Y 5-370, -EC-87 S weight N 1Rd M 1Rd N 2Rd M 2Rd VT VTR VTRr [kn] [knm] [kn] [knm] [kn] VT ,8 14,9 0,33 3,7 0,10 9,7 4,20 10,10 13,50 VT ,3 26,6 0,72 6,6 0,24 11,6 6,10 11,90 17,50 Plate nchors VT S355K2C 500W VTR W VTRr M 2Rd M 1Rd 2 N 1Rd S VT Y 5-370, -EC weight V 1Rd V 2Rd VT VTR [kn] VT ,9 92,2 17,9 6,7 7,20 - VT ,2 115,2 30,5 7,8 9,90 - VT ,0 198,9 43,6 8,8 15, available on special order V1Rd 150 V2Rd ngle ar Plate (VT 27) nchors VT S235JR+R S355J2+N 500W 75 VTr W

6 6 VT 32 and 33 weight M Rd VT VTR [kn] [knm] [kn] VT ,3 22,1 1,9 21, Y 5-370, -EC-87 VT ,3 34,1 1,9 33, available on special order 300 Plate nchors 15 VRd VT S355K2C 500W VTR W VTRr M Rd NRd 6 VT Y 5-370, -EC-87 weight M Rd VT VTR VTRr [kn] VT ,3 15,6 1,0 10, VT ,8 24,2 1,0 16, VT ,9 11,2 0,5 10, VT ,5 20,4 0,6 14, available on special order Plate nchors NRd 15 VRd 15 VT S355K2C 500W VTR W VTRr MRd NRd 6 VT 38, -41 and -42 Y 5-370, -EC-87 S weight M Rd VT VTR VTRr [kn] [knm] [kn] VT ,1 14,8 0,66 14,8 5,20 10,30 18,50 VT ,7 29,9 1,92 26, VT ,5 49,5 4,55 40, available on special order Plate nchors VT S355J2+N 500W N Rd MRd 20 VTR W VTRr MRd VRd edge distance S

7 7 VT 39 Y 5-370, -EC-87 weight VT 39 0,8 C25/30 C40/50 C25/30 C40/50 VT VTR [kn] 12,1 18,9 8,9 11,5 3,70 6,60 Plate nchors VT S355J2+N 500W VTR W N Rd V Rd 100 VT 44 Y 5-370, -EC-87 weight VT 44 1,4 C25/30 C40/50 C25/30 C40/50 VT VTR [kn] 49,9 45,8 18,3 16,8 5,20 10,30 70 N Rd 140 V Rd VT 43, Y 5-370, -EC-87 C E weight V 1Rd V 2Rd M 1Rd M 2Rd VT VTR VTRr [kn] [knm] VT ,3 29,3 4,7 5,6 0,29 0,56 5,40 13,10 18,50 VT ,0 21,6 3,9 5,0 0,28 0, VT ,5 41,8 4,7 16,0 1,04 1, VT ,1 65,3 5,1 28,0 2,29 2, available on special order NRd Plate nchors VT S355J2+N 500W VTR W VTRr M1Rd 25 E C M 2Rd V 2Rd 25 V1Rd VT 48 Y 5-370, -EC-87 weight M Rd [kn] [knm] VT 48 1,0 14,5 5,2 0,28 VT VTR 7,60 12, M Rd Plate nchors VT S355J2+N 500W VTR W

8 8 VT 57 weight [kn] VT VTR VT 57 6,3 5,3 25,20 60, Y 5-370, -EC Plate nchors VT S235JR+R 500W VTR W 100 4* SKT Y 5-370, -EC-87 angle size S weight N u V u SKT SKTR [kn] =6000 S SKT 50 50x50x ,6 7,7 10,7 92,40 402,00 8 SKT 80 80x80x ,0 7,7 10,7 160,00 851,00 SKT 100x50 100x50x ,0 7,7 10,7 170, SKT x100x ,6 7,7 10,7 233, ,00 V Rd V Rd ngle ar nchors SKT S235JR+R 500W SKTR W n* =6000 standard length UKT Y 5-370, -EC-87 angle size weight N u V u UKT UKTR [kn] = UKT 50 50x50x5 26,6 1,0 10,7 92,40 402,00 UKT 80 80x80x8 62,0 1,0 10,7 160,00 851,00 UKT 100x50 100x50x8 58,0 1,0 10,7 170, UKT x100x10 94,6 1,0 10,7 233, ,00 ngle bar nchors UKT S235JR+R 500W UKTR W n* =6000 standard length

9 NCOR OTS 9 TP ND P FOUNDTION OTS Y 5-383, -EC-63 K M ø weight C25/30 (K30-2) kzn [kn] TP M M P TP M ,7 62,2 3,7 7,10 12,40 TP M ,2 97,0 6,9 7,50 16,20 TP M ,2 139,7 10,9 10,10 20,50 K K TP M ,3 222,1 19,1 15,40 33,30 TP M ,0 386,5 36,7 33,80 72,70 - P M ,5 62,2 3,7 8,10 13,50 P M ,7 97,0 6,9 8,70 18,00 P M ,8 139,7 10,9 13,40 25,90 P M ,2 222,1 19,1 23,40 43,90 P M ,6 386,5 36,7 51,30 96,80 Rebars Rebar ø40 Nuts Washers 500W NF NS strength m8 S235J2+R EXTR ONG OTS P 20 P 24 P 30 ENGT = 1500 = 2000 = 2500 = 3000 = 1500 = 2000 = 2500 = 3000 = 2000 = 2500 kzn 10,60 21,70 12,20 25,10 13,80 29,10 15,30 32,60 15,60 31,30 18,00 33,30 20,70 37,00 23,20 40,20 29,00 54,00 33,10 60,90 = ,20 66,60 P NCOR OTS K M ø weight C25/30 (K30-2) kzn [kn] P M22 3x16 2,6 174,5 15,2 15,20 24,30 P M27 3x20 5,0 264,4 25,2 22,10 33,90 P M30 3x20 5,7 323,1 33,4 27,10 38,90 P M36 3x25 10,0 470,6 52,8 44,10 60,90 P M39 3x25 12,6 562,2 64,6 58,10 79,00 P M45 3x32 22,5 752,2 88,7 97,50 135,00 P M52 3x32 27,2 1012,6 123,9 153,00 202,00 P M60 4x32 39,6 1340,0 168,3 236,00 314,00 P22P M22 3x12 3,6 174,5 15,2 21,70 31,40 P27P M27 3x16 6,7 264,4 25,2 32,10 48,90 P30P M30 3x16 8,0 323,1 33,4 38,90 50,80 P36P M36 4x16 11,8 470,6 52,8 51,40 69,10 P39P M39 4x20 17,7 562,2 64,6 82,80 108,00 P45P M45 4x20 23,6 752,2 88,7 114,00 169,00 P52P M52 4x25 36,3 1012,6 123,9 171,00 249,00 P60P M60 4x32 70,0 1340,0 168,3 294,00 375,00 P- P-P M M Y 5-383, -EC K 50 K M22-M52 M60 M36-M60 Rebars 500W Thread part ImacroM M22, M27 Nuts strength m10 Washers S235J2+R

10 10 MP NCOR OTS Y 5-383, -EC-63 K M ø U weight C25/30 (K30-2) kzn [kn] MP M ,5 470,6 52,8 57,70 77,80 MP M ,8 562,2 64,6 70,80 94,20 MP M ,7 752,2 88,7 116,00 164,00 MP M ,3 1012,6 123,9 188,00 248,00 MP M ,8 1340,0 168,3 343,00 434,00 K U Rebars 500W 50 Threaded part Nuts ImacroM strength m10 M Washers S235J2+R ET ND ES FU CPCITY OTS Y 5-389, -EC-70 K M ø weight C25/30 (K30-2) kzn [kn] ET M M ES ET M ,7 136,5 10,9 11,60 22,50 ET M ,3 213,0 19,1 17,30 36,00 K K ET M ,0 349,5 30,3 28,80 56,90 ET M ,4 546,0 50,8 63,50 115,60 - ES M ,7 136,5 10,9 13,80 28,00 ES M ,6 213,0 19,1 21,70 46,30 ES M ,1 349,5 30,3 39,00 76,30 ES M ,0 546,0 50,8 86,50 165,00 Rebars Rebar ø40 Nuts Washers 500W NF NS strength m8 S235J2+R K SSEMY FRME Rectangular assembly frames for 4 bolts max cc 500/500 K 16, 20, 22 24,70 K 24, 27, 30, 36 30,30 K 39, 45, 52, 60 41,80

11 COUMN SOES 11 PK Y 5-384, -EC-64 1 E D1 D2 ø T weight C35/45 (K45-1) PK PK-M [kn] PK ,0 62,2 3,7 14,40 - TP16 PK ,1 97,0 6,9 17,30 - TP20 PK ,9 174,5 15,2 30,30 - P22 PK ,6 264,4 25,2 50,50 - P27 PK ,4 349,5 30,3 86,50 90,80 ET36 PK ,6 470,6 52,8 95,10 98,20 P36 PK ,2 562,2 64,6 108,30 111,00 P39 PK ,0 752,2 88,7 190,00 196,00 P45 PK ,2 1012,6 123,9 312,00 317,00 P52 PK ,2 1340,0 168,3 477,00 481,00 P60 NCOR OT aseplate S355J2+N nchors 500W Nuthouse S355J2+N PK column shoe 1 PK-M beam shoe 1 T E C E C K-S2 Y 5-388, -EC-69 C E D1 D2 ø T weight C35/45 (K45-1) [kn] NCOR OT D1 D2 K20S ,5 97,0 6,9 16,20 TP20 K24S ,7 139,7 174,5 10,9 15,2 27,00 TP24 P22 T 50 K30S ,8 222,1 264,4 19,1 25,2 45,90 TP30 P27 K36S ,6 349,5 30,3 79,60 ET36 - C K39S ,3 386,5 36,7 94,40 TP39 K45S ,9 546,0 50,8 155,00 ET45 E Tilauksesta saatavana myös yhdellä tartunnalla varustettuja K-S kenkiä. 43 aseplate, nuthouse S355J2+N - Rebars Rebar ø40 500W NF NS hole for wire on request 43

12 12 K-KK Y 5-388, -EC-69 E/F D1 D2 ø T weight K20KK / ,4 97,0 6,9 21,00 TP20 K24KK / ,2 139,7 174,5 C35/45 (K45-1) [kn] 10,9 15,2 35,10 NCOR OT TP24 P22 K30KK / ,0 222,1 264,4 19,1 33,4 55,30 TP30 P27 K36KK / ,0 349,5 30,3 88,90 ET36 K39KK / ,7 386,5 36,7 102,50 TP39 K45KK / ,5 546,0 50,8 170,00 ET45 K-KK D1 - - F E T K-P COUMN SOE FOR ROUND COUMNS Y 5-388, -EC-69 E D ø T K20P ,3 97,0 6,9 16,20 TP20 K24P ,5 136,5 10,9 27,00 ET24 K30P ,3 213,0 19,1 45,90 ET30 K36P ,6 349,5 30,3 79,60 ET36 K39P ,3 386,5 36,7 94,40 TP39 K45P ,9 546,0 50,8 155,00 ET45 aseplate, nuthouse Rebars Rebar ø40 S355J2+N 500W NF NS T D weight C35/45 (K45-1) - E [kn] E NCOR OT

13 13 K K/P-J- FOR STOREY IG COUMNS Y 5-388, -EC-69 K20 K/P-J- K24 K/P-J- K30 K/P-J- K36 K/P-J- K39 K/P-J- K45 K/P-J- E D T M K C35/45 (K45-1) K K-J- K P-J- [kn] = ,0 6,9 59,90 59, ,5 10,9 64,90 64, ,0 19,1 86,50 86, ,5 30,3 125,00 125, ,5 36,7 195,00 195, ,0 50,8 209,00 209,00 K-P-J- M NCOR OT TP20 ET24 ET30 ET36 TP39 ET45 K-K-J- aseplate, nuthouse Rebars S355J2+N 500W K Rebar ø40 NF NS D 35 T E W SOES S Y 5-355, -EC-34 t D d C weight C25/30 (K30-1) [kn] S * ,6 62,2 24,70 P ,40 S * ,4 97,0 31,60 P ,00 S * ,4 139,7 41,20 P ,70 S * ,8 222,1 53,40 P ,30 S * ,0 470,6 106,80 P 36/P + 56,10 S * ,5 562,2 118,00 P 39/P + 86,30 S * ,0 752,2 190,00 P 45/P + 121,00 S * ,0 1012,6 253,00 P 52/P + 177,00 olts available also on special lenghts. OTS (Including a nut and a special washer) aseplate S355J2+N d special washer Washers and nuthouses S235JRG2 nchors 500W t D P + C

14 RCKETS 14 EP Y 5-386, -EC-66 SER TORSION TENSION T Rd -PI -P -K -K whole joint [kn] [knm] [kn] [ /2 pcs] COOUR EP ,00 78,00 46,00 7,10 173,10 red EP ,00 101,00 62,00 7,10 226,10 grey EP ,00 133,00 79,00 7,10 289,10 yellow EP ,00 168,00 100,00 7,10 364,10 green EP ,00 266,00 158,00 14,20 578,20 black EP ,00 336,00 200,00 14,20 728,20 blue Wedge with assembly arm EP-K ,00 /2 pcs EP-S is column part for wall connections D1 arm wedge T12 EP-K EP-K EP-PI EP400S 46,00 EP600S 61,00 EP600PI EP600PI EP-P EP800S 76,00 EP1100S 96, mm EP400S 150 mm EP600S 175 mm EP800S 215 mm EP1100S EP400PP 77, EP600PP 110,00 EP800PP 135,00 EP1100PP 160,00 EP600PI EP600S EP-PS Fire protection plate EP-PS will be replaced with fire barrier foam EP COUMN PRT TYPE weight EP-PI 1 EP1600PI (2 x EP800PI) EP2200PI (2 x EP1100PI) 1 40 EP400PI T20 7,9 EP600PI T20 11,3 4 EP800PI T25 16,4 2 6 EP1100PI T32 29,2 5 evyt Optim500M, S355J2+N Tartunnat 500W NEW: eam to beam connection. See manual. 3 EP EM PRT TYPE weight EP-P 1 EP1600P (2 x EP800P) EP2200P (2 x EP1100P) EP400P ,7 EP600P ,8 4 EP800P ,2 EP1100P ,5 2 5 Plates nchors Optim500M, S355J2+N 500W 71 3

15 15 EP RIDGE PRT C1 C2 C3 C4 C5 C6 weight EP400K ,6 EP600K ,6 C1 35 C3 EP-K C6 C5 EP800K ,7 EP1100K ,3 C2 45 EM OWER SURFCE C4 Plate Optim500M S NGERS OK S NGER FOR OOW CORE SS Y 5-380, -EC-65 C =1200 C OK OK ,00 154,00 OK OK ,00 187,00 OK OK ,00 253,00 Plates nchors S355J2+N 500W

16 FCDE NCOR 16 R Y 5-371, -EC-72 OWE ODS RN RK RS RR RM RK RQ RT RMK 7 kn 20,60 20,60 25,60 42,70 RM16 17,20 RK16 19,00 RQ16 8,10 52,60 14 kn 25,30 25,30 41,20 61,90 RM16 17,20 RK16 19,00 RQ16 8,10 60,90 24 kn 34,70 57,00 49,80 83,10 RM20 33,20 RK20 21,80 RQ20 9,30 74,70 (=3000mm) 290,00 RN RK RS RR RM RK RQ RT RMK Prices for connection, where S + U = = 230mm (see picture below) R FCDE NCOR S U MSONRY SUPPORT RN RK RS- - RS- - RK RQ RR RM- RM- RT RMK (90x120) 150 c/c 150 = 3000 mm ll parts are stainless steel.

17 DIGON TIES 17 D DIGON TIES Y 5-372, -EC-80 Recommended Standard products insulation [ -] D (2700) D (2700) D DR [ /m] 3,20 4,30 3,20 4, D (2700) D (2700) D (2700) ,20 4,30 3,20 4,30 3,20 4,30 appr D (2700) D (2700) D (2700) D (2700) ,20 4,30 3,20 4,30 3,20 4,30 3,20 4,30 Diagonal External bar Internal bar D K DR D (2700) 300 3,20 4,30 Prices applicable with full pallets (min. 400 pcs) REINFORCEMENT JOINTS RJ Y 4-26, -EC-1 Threaded joint for full rebar capacity! ø1 M ø2 ø3 F u F u N ED str.cl 1 str.cl 2 EC RJ ,3 83,8 87,4 13,80 23,80 26,40 yellow RJ ,7 130,8 136,5 15,20 26,50 29,50 blue [kn] RJ- RJ-R RJ-T COOUR MRK RJ ,1 204,5 213,5 27,80 50,70 47,90 black RJ ,4 335,0 349,5 33,10 65,10 57,70 gray RJ40 on request Rebar 500W M 1 Sleeves MoC 210M or ImacroM sk tender for rebar tension rods. RJ- 1 RJ-R 1 2 RJ-T 1 RJ- = order length IFTING NCORS N IFTING NCORS Y 5-360M1 t d weight OWE OD ifting angle 0-20º ifting angle 0-30º work shop primer painted t concrete K20 concrete K25 N25-V, N25-O ,9 N40-V, N40-O ,1 N60-V, N60-O ,0 Rebars 500W Profile S235JR+R Steelplate S355J2+N 25 kn 60 kn 25 kn 40 kn 40 kn - 16,80 19,50 35,40 N25-V N40-V N60-V N25-O N40-O N60-O d Oval hole for 5 or 8 tons hoist lock

18 CONY S JOINT 18 VTR 51 ND 52 CONY S JOINT Y 5-332, -EC-29 weight VTR 51 3,3 VTR 52 0,3 62,80 17, N u = 26,4 kn V u= 6,9 kn M12-45 Plates, square bar and rebar Nuts M12 and washers VTR VTR < 400 CONSTRUCTION JOINTS CONSTRUCTION JOINTS sk for tender! -EM, FRME SYSTEMS -EM Y 5-341, -EC-23 -beam is composite steel/concrete beam system designed by nstar Oy. nstar s complete service includes strength calculations, manufacturing, concreting of the beam and carriage to the site. eams are dimensioned and priced individually for each project. sk for tender! suspension bar anchors into surface concrete preconcreted beam is already stiff while assembly fire resistance up to 180 minutes STNDRD EMS WIT SURFCE CONCRETE Reinforced surface concrete acts as composite structure with beam anchor bar into slab seams OWERED EMS WITOUT SURFCE CONCRETE eam steels are protected by seam concrete EDGE EM e.g R MIDDE EM e.g EDGE EM e.g Rm 20 C200 C265 C320 C370 C400 C

19 RCING CONNECTIONS EVY DUTY OT CONNECTIONS FOR CONCRETE FRME RCING 19 DE D DK DE ORIZONT ROD CONNECTION D T M ø weight ( = 600mm) C35/45 T DE-P Y 5-EC-68 [kn] DE20P- column width , DE24P- column width , DE30P- column width , DE36P- column width , thread M Plates S355J2+N nchors Sleeves 500W MoC 210M D D TRUSS CONNECTION Y 5-EC-68 Truss connection orizontal rod connection C35/45 C35/45 C35/45 C35/45 T M ø1 ø2 weight [kn] D250P , ,5 20 D350P , ,5 30 D500P , ,9 40 Plates and tubes nchors Sleeves S355J2+N 500W MoC 210M D-P1 2 thread M 1 T DK DIGON ROD CONNECTION Y 5-EC-68 M Normal force of diagonal rod Connection resistance = 0-60 =60 =0 weight N d K40-1 DK thread M [kn] DK , DK , DK , DK , DK , Plates S355J2+N nchors 500W Sleeves MoC 210M

CONTACT INFORMATION Erstantie 2, VILLÄHDE FINLAND tel fax Product Marking

CONTACT INFORMATION Erstantie 2, VILLÄHDE FINLAND tel fax Product Marking 2015 nstar Oy is family owned company fuonded in 1981. We offer Finnish steel products globally for concrete connections and composite structures. nstar s technical assistance is ready to help you in all