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OCTANORM â MAXIMA/MAXIMA LIGHT OCTANORM â MAXIMA/MAXIMA LIGHT TragfaÈhigkeitsdaten Supporting capacity values Die angegebenen Daten gelten fuÈr die Voraussetzung, dass die TraÈger an der Verdrehung konstruktiv gehindert sind. Ein Nachweis fuÈr das Biegeknicken und Biegedrillknicken muss jeweils extra gefuÈhrt werden. The indicated values apply provided that the construction of the beams prevents them from twisting.Proof must be produced for the flexural buckling and tensional-flexural buckling values separately. maximal zulaÈssige Belastungen zusaÈtzlich zum Eigengewicht) und resultierende rechnerische Durchbiegungen von EinfeldtraÈgern bei zulaÈssiger maximaler Durchbiegung von 1/300 der Spannweite offene Profile sind grundsaÈtzlich mit Stegen min. alle 1 m zu schlieûen xxx unterstrichene Werte) = die maximale zulaÈssige Auflagerkraft ist maûgebend. maximum possible loads in addition to dead weight) and the resulting calculated bowing of beams with maximum permissible bowing of 1/300 of the span open profiles have to be closed with connectors at least every one meter xxx values which are underlined) = the maximum admissible bearing load is decisive TraÈger-Spannweiten / Beam spans m): Durchbiegung Bowing TraÈger-Spannweite Beam span max. Belastung Maximum load Je Seite 1x Gelenk-Endplatte Einzellast in TraÈgermitte/Single load in beam center kg) 120 gleichmaÈûig verteilte Last/uniformly distributed load kg/m) 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 2218 2515 983 1048 549 439 343 223 238 127 172 78 128 51 97 34 75 24 58 17 45 12 35 8.5 26 6 Durchbiegung/bowing cm) 0.24 0.50 0.67 0.83 1.00 1.16 1.33 1.47 1.66 1.83 1.99 2.14 2.31 M 215 120 Each side 1x hinged end plate Je Seite 1x Gelenk-Endplatte die Torsionsweichheit des offenen Profils bedingt bei auûermittigem Kraftangriff eine Reduzierung der TragfaÈhigkeit the elasticity of torsion of the open profile causes a reduction of the supporting capacity at the off-center point of application of kg) 1381 611 340 214 145 103 75 56 41 31 22 15 9.5 kg/m) 2210 651 272 137 77 47 30 20 13 9 5.5 3.5 2 M 215 Erstellungs-Datum August 2001 Date of issue August 2001 Technische Information M-3.8 Irrtum und technische A È nderungen vorbehalten / Errors and technical modifications reserved 120 Each side 1x hinged end plate bei seitlich offenem Profil ist die TragfaÈhigkeit durch seine extreme Torsionsweichheit stark reduziert und die Durchbiegung dadurch variabel je nach ExzentritaÈt TraÈgheitsachsen/Kraftangriff) the supporting capacity of the lateral open profile is greatly reduced due to its extreme elasticity of torsion which results in a variable bowing depending on eccentricity of the axis of inertia/the point of application of force) *=fuÈr die Datenermittlung maûgebender Querschnittswert / average value relevant for data collection
OCTANORM â MAXIMA/MAXIMA LIGHT OCTANORM â MAXIMA/MAXIMA LIGHT Statische Berechnungen Static Calculations maximale Belastung fuÈr Gelenk - Endplatten maximum load for hinged end plates 120 80 80 40 40 M 205 M 215 M 225 M 235 M 245 M 1020 M 1220 M 1222 M 1020 M 1220 M 1222 S 108 M 1000 M 1201 M 1202 M 1204 S 100 OS 200 OS 201 Erstellungs-Datum August 2001 Date of issue August 2001 Technische Information M-3.9 Irrtum und technische A È nderungen vorbehalten / Errors and technical modifications reserved M6 M5 M6 M6 M82x) M82x) M82x) M10 M5 M5 M 1255 M 1258 M 1265 M 1250 M 1260 M 1250 M 1296 M 1295 M 1260 1106 kg 439 kg 878 kg 316 kg 745 kg Achtung: StandentwuÈrfe mit hohen BelastungsanspruÈchen unbedingt vom Statiker pruÈfen lassen. Attention: Stand designs with high load values to be checked by the static engineer.
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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
Page 507 and 508: OCTANORM â Doppelform OCTANORM â
Page 523: OCTANORM â Doppelform OCTANORM â
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Page 539 and 540: OCTANORM â LIFTBODEN OCTANORM â L
Page 541: OCTANORM â LIFTBODEN OCTANORM â L
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Page 569: 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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newline OCTANORM â Zargenkonfektio
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newline OCTANORM â Anwendungsbeisp
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newline OCTANORM â Anwendungsbeisp
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newline OCTANORM â Berechnungsform
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newline OCTANORM â Programm V 2000
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newline OCTANORM â Montagehinweise
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newline OCTANORM â DrehtuÈren ein
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newline â é 8,9 GlastuÈrscharnie
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newline OCTANORM â Nacharbeit an E
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OCTANORM â newline shop OCTANORM
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OCTANORM â S250 OCTANORM â S250 W
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OCTANORM â S250 OCTANORM â S250 B
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OCTANORM â S250 OCTANORM â S250 B
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OCTANORM â STRUKTUR OCTANORM â ST
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Index- Index Index article number -
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Index- Index Index article descript
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