-66 / AVRA .. / ETEM S.A.
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1 .. / ETEM S.A. H ETEM икивиж ижимб ивикив иживиои ивимижик иоик ив. б ижиж, ивикивиоиж, иживикимиж и ивиж иоиж иоб икив иоиоимивив ивимижик ижив и ивижи и, ивимивижи и и ивиж ижимб ивикижи и б и. ив и и икив и Building Systems и ио и ив ик иживижи ивиоив ививи и и и ио и ивиж иоивик ижи и и икив (и и, ивииив, ивиоимивив и..) б ик ижиоижии ив ижижи и ивикижиоими и ивиж ижикиоижив и и и ивиж ививижиои ик (IQnet &, IFT, QUALICOAT и..). иоикивиж им и иви ивб ижи ики и ивиж имб ивикижи и ижив ик ивик и ик иоиоими ик и. ик ижи ижив и и ививиои и и иж, иж ижижи имб ивикижи и иоикикивиж иоик им и ииики имб ивикижи и ижив икив иж иж ивиоимив. Building Systems ижиж и ивиж иоикивиж им и и иви и ививиои ивиои ивимижик и и иоиж б икижи и ивиж ивикивиоиж имив и ив иоиоимив и. ETEM is the first aluminium extrusion company in Greece. The company designs, develops, distributes and at the same time supports modern aluminium systems for private housing, professional and industrial spaces. ETEM Building System products are certified from high status organizations (IQnet & ELOT, IFT, QUALICOAT etc), from the very early stages of their production cycling up to the point that become end product such as, doors, windows, curtain walls etc. The company is in close cooperation with some of the best architects and civil engineers for the development of new systems. Our technical department in collaboration with construction companies is taking an active role at the initial building construction stages. These relationships are established in order to ensure a successful result every time. The end products (doors, windows, curtain wall systems, special constructions etc) are certified from specialized organizations and institutes of high status and requirements. The company provides technical support and establishes close relations and co operations with some of the best aluminium constructors and together we develop new systems. 1
2 / CERTIFICATES 2
3 / LETTER OF INTRODUCTION 3
4 W / LIST OF PROFILES E AVRA No - PROFILE / PCS/BUNDLE STATIC VALUES E LOUVER : 2315 g/m : 460 mm 2 MOMENT OF INERTIA Jx = 15,13 Jy = 333,30 ey (max) = 1,5 cm ex (max) = 10,0 cm MOMENT OF RESISTANCE Wx = 10,09 Wy = 33,33 E LOUVER : 1966 g/m : 490 mm 2 MOMENT OF INERTIA Jx = 12,63 Jy = 275,52 ey (max) = 1,5 cm ex (max) = 9,77 cm MOMENT OF RESISTANCE Wx = 8,42 Wy =28,20 E SUPPORT BRACKET : 2344 g/m : 588 mm 2 MOMENT OF INERTIA Jx = 5,49 Jy = 524,75 ey (max) = 3,7 cm ex (max) = 1,26 cm MOMENT OF RESISTANCE Wx = 1,48 Wy = 416,47 E SUPPORT BRACKET : 2700 g/m : 676 mm 2 MOMENT OF INERTIA Jx = 7,83 Jy = 812,97 ey (max) = 4,16 cm ex (max) = 1,48 cm MOMENT OF RESISTANCE Wx = 1,88 Wy = 549,3 E SUPPORT BRACKET : 1218 g/m : 449,5mm 4 MOMENT OF INERTIA Jx = 0,6 Jy = 171,26 ey (max) = 1,47 cm ex (max) = 9,5 cm MOMENT OF RESISTANCE Wx = 0,41 Wy = 18,03 E SUPPORT BRACKET : 2095 g/m : 727 mm 2 MOMENT OF INERTIA Jx = 39,08 Jy = 454,80 ey (max) = 5,01 cm ex (max) = 9,5 cm MOMENT OF RESISTANCE Wx = 7,80 Wy = 47,87 E б BEAD : 362 g/m : 191 mm 12 MOMENT OF INERTIA Jx = 1,44 Jy = 2,25 ey (max) = 1,94 cm ex (max) = 1,55 cm MOMENT OF RESISTANCE Wx = 0,74 Wy = 1,45 4
5 W / LIST OF PROFILES E AVRA No - PROFILE / PCS/BUNDLE STATIC VALUES E SUPPORT BRACKET : 1231 g/m : 233 mm 4 MOMENT OF INERTIA Jx = 7,06 Jy = 10,86 ey (max) = 2,13 cm ex (max) = 2,5 cm MOMENT OF RESISTANCE Wx = 3,31 Wy = 4,34 E LOUVER : 740 g/m : 253 mm 6 MOMENT OF INERTIA Jx = 26,49 Jy = 15,48 ey (max) = 5,8 cm ex (max) = 3,79 cm MOMENT OF RESISTANCE Wx = 4,57 Wy = 4,08 E LOUVER : 737 g/m : 313 mm 6 MOMENT OF INERTIA Jx = 31,13 Jy = 15,86 ey (max) = 6,2 cm ex (max) = 4 cm MOMENT OF RESISTANCE Wx = 5,02 Wy = 3,97 E LOUVER : 1339 g/m : 310mm 3 MOMENT OF INERTIA Jx = 38,91 Jy =39,13 ey (max) = 4,34 cm ex (max) = 5,2 cm MOMENT OF RESISTANCE Wx = 8,97 Wy = 7,53 E LOUVER : 1720 g/m : 404 mm 2 MOMENT OF INERTIA Jx = 95,39 Jy = 95,28 ey (max) = 6,02 cm ex (max) = 6,93 cm MOMENT OF RESISTANCE Wx = 15,85 Wy = 13,75 E LOUVER : 2109 g/m : 500 mm 2 MOMENT OF INERTIA Jx = 189,47 Jy = 188,97 ey (max) = 7,73 cm ex (max) = 8,67 cm MOMENT OF RESISTANCE Wx = 24,51 Wy = 21,80 E LOUVER : 2498 g/m : 589 mm 2 MOMENT OF INERTIA Jx = 315,67 Jy = 315,13 ey (max) = 9,2 cm ex (max) = 10,27cm MOMENT OF RESISTANCE Wx = 34,31 Wy = 30,68 5
6 W / LIST OF PROFILES E AVRA No - PROFILE / PCS/BUNDLE STATIC VALUES E LOUVER : 2203 g/m : 550 mm 2 MOMENT OF INERTIA Jx = 1,20 Jy = 480,36 ey (max) = 2,77 cm ex (max) = 1,23 cm MOMENT OF RESISTANCE Wx = 0,43 Wy = 390,54 E LOUVER : 2273 g/m : 419 mm 1 MOMENT OF INERTIA Jx = 12,31 Jy = 277,15 ey (max) = 1,75 cm ex (max) = 10,0 cm MOMENT OF RESISTANCE Wx = 7,03 Wy = 27,71 E LOUVER : 2830 g/m : 528 mm 1 MOMENT OF INERTIA Jx = 26,64 Jy = 540,45 ey (max) = 2,25 cm ex (max) = 12,5 cm MOMENT OF RESISTANCE Wx = 11,84 Wy = 43, 24 E LOUVER : 3629 g/m : 632 mm 1 MOMENT OF INERTIA Jx = 53,52 Jy =1006,53 ey (max) = 2,75 cm ex (max) = 15,0 cm MOMENT OF RESISTANCE Wx = 19,46 Wy = 67,10 E LOUVER : 4868 g/m : 735 mm 1 MOMENT OF INERTIA Jx = 87,33 Jy = 1789,21 ey (max) = 3,0 cm ex (max) = 17,5 cm MOMENT OF RESISTANCE Wx = 29,11 Wy = 102,24 E LOUVER : 3193 g/m : 716 mm 1 MOMENT OF INERTIA Jx = 59,97 Jy = 500,21 ey (max) = 3,0 cm ex (max) = 10,7 cm MOMENT OF RESISTANCE Wx = 46,75 Wy = 19,99 E LOUVER : 1520 g/m : 446 mm 2 MOMENT OF INERTIA Jx = 14,47 Jy = 60,42 ey (max) = 2,52 cm ex (max) = 5,89 cm MOMENT OF RESISTANCE Wx = 5,74 Wy = 10,26 6
7 W / LIST OF PROFILES E AVRA No - PROFILE / PCS/BUNDLE STATIC VALUES E LOUVER : 1264 g/m : 449 mm 2 MOMENT OF INERTIA Jx = 12,19 Jy = 51,5 ey (max) = 2,52 cm ex (max) = 6,11 cm MOMENT OF RESISTANCE Wx = 4,84 Wy = 6,11 E LOUVER : 1690 g/m : 541 mm 2 MOMENT OF INERTIA Jx = 14,17 Jy = 141,51 ey (max) = 2,5 cm ex (max) = 9,0 cm MOMENT OF RESISTANCE Wx = 5,67 Wy = 15,72 E LOUVER : 2055 g/m : 646 mm 2 MOMENT OF INERTIA Jx = 17,71 Jy = 309,71 ey (max) = 2,5 cm ex (max) = 11,9 cm MOMENT OF RESISTANCE Wx = 7,08 Wy = 26,03 E LOUVER : 1418 g/m : 315 mm 1 MOMENT OF INERTIA Jx = 5,59 Jy = 82,22 ey (max) = 1,5 cm ex (max) = 7,5 cm MOMENT OF RESISTANCE Wx = 3,73 Wy = 10,96 E LOUVER : 4161 g/m : 615 mm 1 MOMENT OF INERTIA Jx = 41,51 Jy =1056,85 ey (max) = 2,5 cm ex (max) = 15,0 cm MOMENT OF RESISTANCE Wx = 16,60 Wy = 70,46 E LOUVER : 1955 g/m : 474 mm 2 MOMENT OF INERTIA Jx = 6,36 Jy = 248,71 ey (max) = 1,49 cm ex (max) = 11,35 cm MOMENT OF RESISTANCE Wx = 4,27 Wy = 21,91 E LOUVER : 1890 g/m : 474 mm 2 MOMENT OF INERTIA Jx = 6,33 Jy = 226,06 ey (max) = 1,49 cm ex (max) = 11,35 cm MOMENT OF RESISTANCE Wx = 4,25 Wy = 19,92 7
8 W / LIST OF PROFILES E AVRA No - PROFILE / PCS/BUNDLE STATIC VALUES E LOUVER : 2306 g/m : 264 mm 2 MOMENT OF INERTIA Jx = 54,28 Jy = 62,35 ey (max) = 3,93 cm ex (max) = 4,64 cm MOMENT OF RESISTANCE Wx = 13,81 Wy = 13,44 E BRACKET : 1544 g/m : 451 mm 2 MOMENT OF INERTIA Jx = 60,41 Jy = 15,86 ey (max) = 7,64 cm ex (max) = 5,43 cm MOMENT OF RESISTANCE Wx = 7,91 Wy = 2,92 E SUPPORT BASE : 5098 g/m : 526 mm 1 MOMENT OF INERTIA Jx = 706,17 Jy = 12,13 ey (max) = 8,75 cm ex (max) = 2,5 cm MOMENT OF RESISTANCE Wx = 80,71 Wy = 4,85 E SUPPORT BASE : 1968 g/m : 279.5mm 1 MOMENT OF INERTIA Jx = 23,34 Jy = 7,04 ey (max) = 3,52 cm ex (max) = 2,5 cm MOMENT OF RESISTANCE Wx = 6,63 Wy = 2,82 E COATING : 783 g/m : 110 mm 6 MOMENT OF INERTIA Jx = 0,08 Jy =5,71 ey (max) = 0,3 cm ex (max) = 2,5 cm MOMENT OF RESISTANCE Wx = 0,27 Wy = 2,28 E SUPPORT BASE : 1809 g/m : 288 mm 2 MOMENT OF INERTIA Jx = 3,17 Jy = 24,58 ey (max) = 1,64 cm ex (max) = 2,94 cm MOMENT OF RESISTANCE Wx = 1,93 Wy = 8,36 E SUPPORT BASE : 4102 g/m : 361 mm 1 MOMENT OF INERTIA Jx = 1,13 Jy = 389,55 ey (max) = 0,6 cm ex (max) = 9,2 cm MOMENT OF RESISTANCE Wx = 1,88 Wy = 42,34 8
9 W жйжбж жпжмжеж ж жкжйжбжйж жн / LOUVER PROFILES 9
10 W жйжбж жпжмжеж ж жкжйжбжйж жн / LOUVER PROFILES 10
11 W жйжбж жпжмжеж ж жкжйжбжйж жн / LOUVER PROFILES 11
12 W жйжбж жпжмжеж ж жкжйжбжйж жн / LOUVER PROFILES 12
13 W жвжбж жежйж ж ж жзж жйжожзж / SUPPORT BRACKETS 13
14 W жйжбж жпжмжеж ж жкжйжбжйж жн / LOUVER PROFILES 14
15 W жйжбж жпжмжеж ж жкжйжбжйж жн / LOUVER PROFILES 15
16 W жвжбж жежйж ж ж жзж жйжожзж / SUPPORT BRACKETS 16
17 W жвжбж жежйж ж ж жзж жйжожзж / SUPPORT BRACKETS 17
18 W жвжбж жежйж ж ж жзж жйжожзж / SUPPORT BRACKETS 18
19 D / SECTIONS 19
20 D / SECTIONS 20
21 D / SECTIONS 21
22 D / SECTIONS 22
23 D / SECTIONS 23
24 D / SECTIONS 24
25 D / SECTIONS 25
26 D / SECTIONS 26
27 D / SECTIONS 27
28 D / SECTIONS 28
29 D / SECTIONS 29
30 D / SECTIONS 30
31 D жмжзж жбжнжйж жмжпж ж ж жзж жйжожзж жкжйжнжзж жпж ж жкжйжбжйжпж же291 (жежожйжп) SUPPORT MECHANISM OF MOVABLE LOUVER E291 (RIGHT) 31
32 D жмжзж жбжнжйж жмжпж ж ж жзж жйжожзж жкжйжнжзж жпж ж жкжйжбжйжпж же252 SUPPORT MECHANISM OF MOVABLE LOUVER E252 32
33 SUPPORT MECHANISM OF MOVABLE LOUVER E D жмжзж жбжнжйж жмжпж ж ж жзж жйжожзж жкжйжнжзж жпж ж жкжйжбжйжпж же253 SUPPORT MECHANISM OF MOVABLE LOUVER E253 33
34 D жкжбж жбжкжпж ж ж жб жбжнжбж ж жзжмжежнжб жкжйжнжзж жб ж жкжйжбжйжб FIXED MOVABLE LOUVERS - SUSPENTED VERTICALLY 34
35 A / ACCESSORIES TABLE E AVRA, - END CAPS, MOTION CONVERTOR 39
36 A / ACCESSORIES TABLE E AVRA, - END CAPS, MOTION CONVERTOR 40
37 A / ACCESSORIES TABLE E AVRA, - END CAPS, MOTION CONVERTOR 41
38 A / ACCESSORIES TABLE E AVRA, - END CAPS, MOTION CONVERTOR 42
39 A / ACCESSORIES TABLE E AVRA, - END CAPS, MOTION CONVERTOR 43
40 A / ACCESSORIES TABLE E AVRA, - END CAPS, MOTION CONVERTOR -BRACKET 44
41 A / ACCESSORIES TABLE E AVRA / SECTIONS - ELECTRICAL ACTUATOR SYSTEMS 45
42 / ETEM ALMINIUM SYSTEMS OPENING ALCYONE E-2300 ANDROMEDA 46
43 / ETEM ALMINIUM SYSTEMS OPENING E OCEANIS EASY 47
44 / ETEM ALMINIUM SYSTEMS OPENING -40 ESTIA -45 NIOBE -48 MIA MIA 48
45 / ETEM ALMINIUM SYSTEMS SLIDING E-1200 AKTIS -19 DANAE ARTEMIS 49
46 / ETEM ALMINIUM SYSTEMS SLIDING -22 ARTEMIS CASSIOPEA -52 CALYPSO 50
47 / ETEM ALMINIUM SYSTEMS FACADES, GAIA HYPERION 51
48 / ETEM ALMINIUM SYSTEMS FACADES, -85 TITAN 52
49 / ETEM ALMINIUM SYSTEMS б INTERIOR SYSTEMS E-1300 PROTEUS E-6300 EVA 53
50 / ETEM ALMINIUM SYSTEMS ROLER SHUTTERS LOUVERS E-55 THETIS E AVRA 54
51 / FAX б P 02/07 55
52 / NOTES 56
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