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OCTANORM â STRUKTUR OCTANORM â STRUKTUR System: A StuÈtzpunkt Supporting point Durchbiegungen des Raumfachwerkes [mm] Saggings of space framework [mm] Belastung: nur Eigengewicht Loading: only own weight Tabellenwerte: rechts-oben Values in the table: right-top links-unten left-bottom Erstellungs-Datum April 2001 Date of issue April 2001 Statische Berechnungen Static calculations Technische Information OS-3.0 Irrtum und technische A È nderungen vorbehalten / Errors and technical modifications reserved
OCTANORM â STRUKTUR OCTANORM â STRUKTUR Vertikale Lasten in den StuÈtzpunkten Vertical loads in the supporting points [kg] Tabellenwerte: rechts-oben Values in the table: right-top SYSTEM A links-unten left-bottom SYSTEM B 1. nur Eigengewicht only own weight 2. mit Nutzlast 0.10 kN/m 2 with working load 0.10 kN/m 2 3. mit Nutzlast 0.20 kN/m 2 with working load 0.20 kN/m 2 4. mit Nutzlast 0.20 kN/m 2 with working load 0.20 kN/m 2 Beispiel: System 10 x 8 Achsen je 0.99 m) mit Nutzlast 20 kp/m 2 System A ohne Auskragungen, Tabelle rechts oben), 4 StuÈtzen: Spalte La 10 ± Reihe LB 8 ± 3. Wert = 569.2 kp je StuÈtze System B ringsum 2 Achsen Auskragung, Tab. links unten), 4 StuÈtzen: 10 minus 2 x 2 = 6, 8 minus 2 x 2 = 4 Spalte La 6 ± Reihe Lb 4 ± 3. Wert = 569.2 kp je StuÈtze. Example: 10 x 8 axes 990 mm each) with a live load of 20 kp/m 2 System A without cantilevers, see chart on top right-hand side), 4 uprights column La 10 ± Row LB 8 ± 3rd figure = 569.2 kp per upright System B all around 2 axes cantilevering, see chart on bottom left-hand side), 4 uprights: 10 minus 2 x 2 = 6, 8 minus 2 x 2 = 4 column La 6 ± Row LB 4 ± 3rd figure = 569.2 kp per upright Erstellungs-Datum April 2001 Date of issue April 2001 Statische Berechnungen Static calculations Technische Information OS-3.8 Irrtum und technische A È nderungen vorbehalten / Errors and technical modifications reserved
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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 S 25
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BASIC PROFILES - BASIS-PROFILE disp
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BASIC PROFILES - BASIS-PROFILE pane
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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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SHOPFITTING SYSTEMS - LADENBAUSYSTE
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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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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
Page 696 and 697: newline OCTANORM â Nacharbeit an E
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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