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OCTANORM â STRUKTUR OCTANORM â STRUKTUR Maximale Spannweiten Maximum permissible spans StuÈtzen auûen ± VeraÈnderung der Spannweiten durch Zusatzlasten Uprights at outer corners ± Influence of additional loads on spans Spannweite Anzahl der Achsen) Span length No. of modules) SchraÈge nach innen Outer diagonal tubes inclined inwards Spannweite Anzahl der Achsen) Span length No. of modules) SchraÈge nach auûen Outer diagonal tubes inclined outwards Erstellungs-Datum April 2001 Date of issue April 2001 Statische Berechnungen Static calculations Gesamtgewicht Spannweite GesamtflaÈche nur Eigengewicht 322 kg 10 x 10 100 m 2 " 0.10 kN pro m 2 verteilte Last 1322 kg 10 x 10 100 m 2 " 0.20 kN pro m 2 verteilte Last 1488 kg 8 x 8 64 m 2 " 0.30 kN pro m 2 verteilte Last 1195 kg 6 x 6 36 m 2 total weight span length total area net weight only 322 kg/ 710 lbs 10 x 10 100 m 2 " 0.10 kN per square meter distributed load 1322 kg/2915 lbs 10 x 10 100 m 2 " 0.20 kN per square meter distributed load 1488 kg/3280 lbs 8 x 8 64 m 2 " 0.30 kN per square meter distributed load 1195 kg/2635 lbs 6 x 6 36 m 2 Gesamtgewicht Spannweite GesamtflaÈche nur Eigengewicht 390 kg 11 x 11 121 m 2 " 0.10 kN pro m 2 verteilte Last 1390 kg 11 x 11 121 m 2 total weight span length total area net weight only 390 kg/ 860 lbs 11 x 11 121 m 2 " 0.10 kN per square meter distributed load 1390 kg/3064 lbs 11 x 11 121 m 2 Technische Information OS-3.11 Irrtum und technische A È nderungen vorbehalten / Errors and technical modifications reserved
OCTANORM â STRUKTUR OCTANORM â STRUKTUR STRUKTUR-Halbachse STRUKTUR Half Axis STRUKTUR-Halbachse ¹495 mmª: Durchbiegung bei Kragarm-Bauweise STRUKTUR half axis ª495 mmª: Sagging of cantilever constructions Irrtum und technische A È nderungen vorbehalten / Errors and technical modifications reserved ZulaÈssige Bauweise, ohne Fremdlasten: Spannweite max. zwischen den StuÈtzen 4x4m KragarmlaÈngemax.=1m Permissible structures, without working load: max. span width between uprights: 4x4m max. cantilever length: 1 m *Eigengewicht STRUKTUR - Halbachse *own weight of STRUKTUR half axis Durchbiegungswerte in mm Sagging in mm Baubeispiele Examples of construction Meûpunkte Measured positions Grundregeln: ¹Bei STRUKTUR Halbachsensystemª statische Nutzbarkeit nur 50% ± Die FeldgroÈûe zwischen den StuÈtzen muû das 1 1/2 fache Gewicht vom Kragarm haben. ± Nur fuÈr die gezeigten Baubeispiele gilt die vorgeschlagene Verteilung Zugund Druckverbinder zur Minimierung der Kragarmbiegung. Bei VergroÈûerung des Zentrumgewichtes muû die Positionierung der Zug- und Druckverbinder nach dem herkoÈmmlichen Verteilerprinzip vorgenommen werden bzw. nach AbklaÈrung mit dem Statiker Basic rules: À Á Â Ã A 10 5 6 B 12 8 C 5 Z 5 5 ªWith STRUKTUR half axisª the static loading is decreased to 50% ± The area inbetween the uprights must have 1.5 times the weight of the cantilever area ± The suggested distribution of tension and pressure connectors is only applicable for the examples described on this page in order to minimize the cantilever sagging. In case the weight of the central area can be increased, the positioning of tension and pressure connectors should be executed acc. to the general principle resp. after having consulted a statics engineer. Druckverbinder unten Pressure connectors inferior line Druckverbinder unten Pressure connectors inferior line Zugverbinder unten Tension connectors inferior line Zugverbinder unten Tension connectors inferior line unten komplett Druckverbinder whole inferior line pressure connectors unten komplett Druckverbinder whole inferior line pressure connectors 1 4 1 0,5 Erstellungs-Datum Dezember 1992 Technische Information Date of issue December 1992 OS-4.0
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PREFACE VORWORT OCTANORM ® ’s te
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Wall Wand Ceiling Decken Floor Bode
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Article Codes .00 raw / unfinished
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Index Index square / quadratisch .
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5,2 5,2 square quadratisch 16 R 1 1
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square quadratisch 60 60 Ø 38,4 8
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square quadratisch 80 11,8 60 4,3 8
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16,5 square quadratisch 20 80 52,6
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square quadratisch Ø 96 8 4,3 120
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6,6 rectangular rechteckig 27 16,2
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720,8 rectangular rechteckig 32 6 3
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ectangular rechteckig 16 4,3 16 20,
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ectangular rechteckig R 20 18 R 20
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ectangular rechteckig 40 40 7,5 11,
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ectangular rechteckig 80 Ø 57,0 8,
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octagonal achteckig 40 40 8,7 10 4,
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3,5 triangular dreieckig 40 45° R
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angular 45° winklig 45° 28,3 20,8
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R 14 R 17 round rund 20 R 14 40 7,5
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ound rund 16 32 R 8 16 8,5 Ø 32 8,
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ound rund Ø 81,2 Ø 57 8 4,3 80 M
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ound rund Ø 121,1 Ø 96 8 60 ° 12
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ound rund 16 4,3 Ø 121,1 8 6 M 4
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oval oval 32 4,2 32 4,2 8 8,5 Ø 3,
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oval oval 40 45 70 10,4 R 102,5 20,
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Special types Sonderformen 10 27 9
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Special types Sonderformen 50 35 5
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Special types Sonderformen 18 17,5
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Special types Sonderformen 23 19,5
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Special types Sonderformen 1,5 1,5
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Special types Sonderformen 16 4,3 1
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Special types Sonderformen Ø 8,7 M
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Special types Sonderformen 8,4 80 3
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Articel Codes .00 raw / unfinished
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BASIC PROFILES - BASIS-PROFILE exhi
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BASIC PROFILES - BASIS-PROFILE S 25
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BASIC PROFILES - BASIS-PROFILE pane
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DESIGN PROFILES - DESIGN-PROFILE MA
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8 DESIGN PROFILES - DESIGN-PROFILE
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DESIGN PROFILES - DESIGN-PROFILE St
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FLOOR SYSTEMS - BODENSYSTEME double
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FLOOR SYSTEMS - BODENSYSTEME raised
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FLOOR SYSTEMS - BODENSYSTEME raised
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TWO STOREY SYSTEMS - DOPPELSTOCKSYS
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ACCESSORIES AND COMPLEMENTARY PARTS
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INTERIOR DESIGN SYSTEMS - EINRICHTU
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21-36mm PRESENTATION SYSTEMS - PRÄ
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PRESENTATION SYSTEMS - PRÄSENTATIO
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TOOLS, TRANSPORT, CARE - WERKZEUGE,
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Technical information - Technische
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OCTANORM â Doppelboden OCTANORM â
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OCTANORM â Doppelform OCTANORM â
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OCTANORM â LIFTBODEN OCTANORM â L
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OCTANORM â LIFTBODEN OCTANORM â L
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OCTANORM â MAXIMA/MAXIMA LIGHT OCT
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OCTANORM â Messebau OCTANORM â Ex
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newline OCTANORM â Irrtum und tech
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newline OCTANORM â Funktionsmaûe
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newline OCTANORM â Montagehinweis
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newline OCTANORM â Planungsbeispie
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newline OCTANORM â Planungsbeispie
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newline OCTANORM â Maûempfehlung
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newline OCTANORM â Eckverbinder-Mo
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newline OCTANORM â Bohrmaûe fuÈr
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newline OCTANORM â Bohrmaûe fuÈr
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newline OCTANORM â Fachboden-Verst
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newline OCTANORM â Maûe fuÈr Gla
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newline OCTANORM â Systemanwendung
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newline OCTANORM â Berechnungsform
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newline OCTANORM â Lochschiene: Al
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newline OCTANORM â SchiebetuÈrsch
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newline OCTANORM â Dreieck-Vitrine
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newline OCTANORM â Irrtum und tech
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newline OCTANORM â Verbindungsprof
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newline OCTANORM â Einbauzeichnung
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Page 677 and 678: newline OCTANORM â Berechnungsform
Page 679 and 680: newline OCTANORM â Programm V 2000
Page 689 and 690: newline OCTANORM â Montagehinweise
Page 691 and 692: newline OCTANORM â DrehtuÈren ein
Page 693 and 694: newline â é 8,9 GlastuÈrscharnie
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Page 698 and 699: OCTANORM â newline shop OCTANORM
Page 706 and 707: OCTANORM â S250 OCTANORM â S250 W
Page 708 and 709: OCTANORM â S250 OCTANORM â S250 B
Page 710 and 711: OCTANORM â S250 OCTANORM â S250 B
Page 712 and 713: OCTANORM â STRUKTUR OCTANORM â ST
Page 740: OCTANORM â STRUKTUR OCTANORM â ST
Page 755 and 756: Index- Index Index article number -
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Index- Index Index article number -
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Index- Index Index article descript
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