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OCTANORM â MAXIMA/MAXIMA LIGHT<br />

OCTANORM â MAXIMA/MAXIMA LIGHT<br />

TragfaÈhigke<strong>it</strong>sdaten<br />

Supporting capac<strong>it</strong>y values<br />

Die angegebenen Daten gelten fuÈr die Voraussetzung, dass die TraÈger an der<br />

Verdrehung konstruktiv gehindert sind. Ein Nachweis fuÈr das Biegeknicken und<br />

Biegedrillknicken muss jeweils extra gefuÈhrt werden.<br />

The indicated values apply provided that the construction of the beams prevents<br />

them from twisting.Proof must be produced for the flexural buckling and<br />

tensional-flexural buckling values separately.<br />

maximal zulaÈssige Belastungen zusaÈtzlich zum Eigengewicht) und resultierende rechnerische<br />

Durchbiegungen von EinfeldtraÈgern bei zulaÈssiger maximaler Durchbiegung von 1/300 der Spannwe<strong>it</strong>e<br />

Queraussteifungen erforderlich)<br />

xxx unterstrichene Werte) = die maximale zulaÈssige Auflagerkraft ist maûgebend.<br />

maximum possible loads in add<strong>it</strong>ion to dead weight) and the resulting calculated bowing of beams w<strong>it</strong>h<br />

maximum permissible bowing of 1/300 of the span<br />

transverse reinforcements are necessary)<br />

xxx values which are underlined) = the maximum admissible bearing load is decisive<br />

TraÈger-Spannwe<strong>it</strong>en / Beam spans m):<br />

Durchbiegung<br />

Bowing<br />

TraÈger-Spannwe<strong>it</strong>e<br />

Beam span<br />

max. Belastung<br />

Maximum load<br />

Je Se<strong>it</strong>e 1x Spannschloss<br />

Each side 1x tension lock<br />

Je Se<strong>it</strong>e 1x Spannschloss<br />

16<br />

16<br />

16<br />

40<br />

M 1000<br />

40<br />

40<br />

M 1025<br />

M 1225<br />

Z 4400<br />

M 1320<br />

M 1340<br />

Einzellast in TraÈgerm<strong>it</strong>te/Single load in beam center kg)<br />

gleichmaÈûig verteilte Last/uniformly distributed load kg/m)<br />

Durchbiegung/bowing cm)<br />

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<br />

59<br />

59<br />

0.15<br />

36<br />

31<br />

0.50<br />

19<br />

15<br />

0.63<br />

11<br />

7.1<br />

0.80<br />

7<br />

3.7<br />

0.98<br />

4.1<br />

1.8<br />

1.23<br />

2<br />

0.8<br />

1.30<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

Erstellungs-Datum August 2001<br />

Date of issue August 2001<br />

Technische Information<br />

M-3.6<br />

Irrtum und technische A È nderungen vorbehalten / Errors and technical modifications reserved<br />

120<br />

80<br />

40<br />

80<br />

80<br />

Each side 1x tension lock<br />

Je Se<strong>it</strong>e 1x Spannschloss<br />

Each side 1x tension lock<br />

Je Se<strong>it</strong>e 1x Spannschloss<br />

Each side 1x tension lock<br />

Je Se<strong>it</strong>e 2x Spannschloss<br />

Each side 2x tension locks<br />

Je Se<strong>it</strong>e 2x Spannschloss<br />

Each side 2x tension locks<br />

kg)<br />

kg/m)<br />

cm)<br />

kg)<br />

kg/m)<br />

cm)<br />

kg)<br />

kg/m)<br />

cm)<br />

kg)<br />

kg/m)<br />

cm)<br />

kg)<br />

kg/m)<br />

cm)<br />

119<br />

119<br />

0.05<br />

119<br />

119<br />

0.06<br />

44<br />

67<br />

0.33<br />

242<br />

242<br />

0.16<br />

241<br />

241<br />

0.05<br />

117<br />

79<br />

0.17<br />

117<br />

79<br />

0.21<br />

19<br />

19<br />

0.49<br />

141<br />

151<br />

0.50<br />

239<br />

160<br />

0.17<br />

115<br />

58<br />

0.40<br />

115<br />

58<br />

0.51<br />

10<br />

7.8<br />

0.67<br />

78<br />

63<br />

0.67<br />

236<br />

119<br />

0.41<br />

114<br />

46<br />

0.78<br />

114<br />

46<br />

0.98<br />

5.9<br />

3.6<br />

0.83<br />

49<br />

31<br />

0.82<br />

155<br />

95<br />

0.80<br />

51<br />

27<br />

0.98<br />

40<br />

21<br />

0.98<br />

3.5<br />

1.8<br />

1.00<br />

33<br />

17<br />

0.97<br />

106<br />

56<br />

0.99<br />

36<br />

16<br />

1.13<br />

28<br />

12.5<br />

1.15<br />

23<br />

10<br />

1.11<br />

76<br />

34<br />

1.14<br />

25<br />

10<br />

1.30<br />

20<br />

8<br />

1.36<br />

18<br />

6.5<br />

1.48<br />

14<br />

4.8<br />

1.52<br />

13<br />

4<br />

1.61<br />

9.5<br />

2.9<br />

1.67<br />

8.5<br />

2.5<br />

1.79<br />

6<br />

1.5<br />

1.78<br />

5<br />

1.4<br />

1.95<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

16<br />

6.5<br />

1.31<br />

56<br />

22<br />

1.29<br />

11<br />

4.1<br />

1.46<br />

43<br />

15<br />

1.47<br />

8<br />

2.5<br />

1.57<br />

33<br />

10<br />

1.58<br />

8<br />

2.5<br />

1.57<br />

25<br />

7.2<br />

1.78<br />

19<br />

5<br />

1.92<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

±<br />

*=fuÈr die Datenerm<strong>it</strong>tlung maûgebender Querschn<strong>it</strong>tswert / average value relevant for data collection

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