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Deckenbalkenquerschnitte für Zweifeldträger
Deckenbalkenquerschnitte C24 (S10),
Zweifeldträger, e = 50,0 cm für NKL 1 und 2 bei KLED mittel
|
2-Feld e = 50,0 cm C24 (S10) |
Balkenquerschnitt b/h [cm]1) in Abhängigkeit der Spannweite l und der Belastungen gk und qk,N |
|||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Eigenlast2) gk | 1,75 kN/m² | 2,50 kN/m² | ||||||||||
| Nutzlast2) qk,N | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | ||||||
|
Bemessungs- kriterium3) |
A | B | A | B | A | B | A | B | A | B | A | B |
| l = 3,00 m |
6/16 8/14 |
6/16 8/14 |
6/18 8/16 |
6/16 8/14 |
6/18 8/16 |
6/18 8/16 |
||||||
| l = 3,25 m |
6/16 8/14 |
6/18 8/16 |
6/20 8/16 |
6/18 8/16 |
6/20 8/16 |
6/20 8/18 |
||||||
| l = 3,50 m |
6/18 8/16 |
6/20 8/16 |
6/20 8/18 |
6/18 8/16 |
6/20 8/18 |
6/22 8/18 |
||||||
| l = 3,75 m |
6/18 8/16 |
6/20 8/18 |
6/22 8/20 |
6/20 8/18 |
6/22 8/20 |
6/24 8/20 |
||||||
| l = 4,00 m |
6/20 8/18 |
6/22 8/20 |
6/24 8/20 |
6/22 8/18 |
6/24 8/20 |
6/24 8/22 |
||||||
| l = 4,25 m |
6/22 8/18 |
6/24 8/20 |
6/24 8/22 |
6/22 8/20 |
6/24 8/22 |
8/22 10/20 |
||||||
| l = 4,50 m |
6/20 8/18 |
6/22 8/20 |
6/24 8/22 |
8/22 10/20 |
6/24 8/20 |
6/24 8/22 |
8/22 10/20 |
8/24 10/22 |
||||
| l = 4,75 m |
6/22 8/20 |
8/22 10/20 |
8/22 10/20 |
8/24 10/22 |
8/22 10/20 |
8/24 10/22 |
8/24 10/22 |
10/24 12/22 |
||||
| l = 5,00 m |
6/24 8/22 |
10/24 12/22 |
8/24 10/22 |
10/22 12/20 |
10/22 12/22 |
8/24 10/22 |
10/22 12/20 |
10/24 12/22 |
10/24 12/22 |
10/24 12/24 |
||
| l = 5,25 m |
8/22 10/20 |
10/22 12/22 |
8/24 10/22 |
8/26 10/24 |
10/24 12/22 |
10/24 12/24 |
8/24 10/22 |
10/24 12/24 |
10/24 12/22 |
10/24 12/24 |
12/24 14/22 |
12/24 14/24 |
| l = 5,50 m |
8/24 10/22 |
10/24 12/22 |
10/24 12/22 |
12/22 14/22 |
12/24 14/24 |
10/22 12/20 |
12/24 14/24 |
12/22 14/22 |
12/26 14/24 |
14/22 16/22 |
14/24 16/24 |
|
| l = 5,75 m |
10/22 12/20 |
12/24 14/22 |
10/24 12/22 |
10/26 12/24 |
14/22 16/22 |
14/24 16/24 |
10/22 12/22 |
14/24 16/24 |
14/22 16/20 |
14/26 16/24 |
14/24 16/22 |
14/26 16/24 |
| l = 6,00 m |
10/22 12/20 |
14/24 16/22 |
12/24 14/22 |
12/26 14/24 |
14/24 16/22 |
14/26 16/24 |
12/22 14/22 |
14/26 16/24 |
14/24 16/22 |
14/26 16/26 |
14/24 16/22 |
14/28 16/26 |
Deckenbalkenquerschnitte C24 (S10),
Zweifeldträger, e = 62,5 cm für NKL 1 und 2 bei KLED mittel
|
2-Feld e = 50,0 cm C24 (S10) |
Balkenquerschnitt b/h [cm]1) in Abhängigkeit der Spannweite l und der Belastungen gk und qk,N |
|||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Eigenlast2) gk | 1,75 kN/m² | 2,50 kN/m² | ||||||||||
| Nutzlast2) qk,N | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | ||||||
|
Bemessungs- kriterium3) |
A | B | A | B | A | B | A | B | A | B | A | B |
| l = 3,00 m |
6/16 8/14 |
6/18 8/16 |
6/18 8/16 |
6/18 8/16 |
6/20 8/18 |
6/20 8/18 |
||||||
| l = 3,25 m |
6/18 8/16 |
6/20 8/18 |
6/20 8/20 |
6/20 8/18 |
6/22 8/18 |
6/22 8/20 |
||||||
| l = 3,50 m |
6/20 8/18 |
6/22 8/18 |
6/22 8/20 |
6/20 8/18 |
6/22 8/20 |
6/24 8/22 |
||||||
| l = 3,75 m |
6/20 8/18 |
6/22 8/20 |
6/24 8/22 |
6/22 8/20 |
6/24 8/22 |
8/22 10/20 |
||||||
| l = 4,00 m |
6/22 8/20 |
6/24 8/22 |
6/24 8/22 |
6/24 8/20 |
8/22 10/20 |
8/24 10/22 |
||||||
| l = 4,25 m |
6/24 8/20 |
8/22 10/20 |
8/22 10/20 |
8/22 10/20 |
8/24 10/22 |
10/24 12/22 |
||||||
| l = 4,50 m |
6/24 8/22 |
8/24 10/22 |
8/24 10/22 |
8/24 10/22 |
10/22 12/20 |
10/24 12/22 |
||||||
| l = 4,75 m |
8/22 10/20 |
8/22 10/22 |
8/24 10/22 |
10/24 12/22 |
8/24 10/22 |
8/24 10/24 |
10/24 12/22 |
12/24 14/22 |
||||
| l = 5,00 m |
8/24 10/22 |
10/24 12/22 |
12/22 14/20 |
12/22 14/22 |
10/24 12/24 |
12/24 14/22 |
12/24 14/22 |
12/24 14/24 |
||||
| l = 5,25 m |
10/22 12/20 |
10/24 12/22 |
10/24 12/22 |
12/24 14/22 |
12/24 14/22 |
12/24 14/24 |
10/24 12/24 |
12/24 14/24 |
12/24 14/22 |
14/24 16/24 |
12/24 14/22 |
12/26 14/24 |
| l = 5,50 m |
10/24 12/22 |
12/24 14/24 |
12/24 14/22 |
14/24 16/24 |
12/24 14/22 |
14/24 16/24 |
12/24 14/22 |
14/24 16/24 |
14/24 16/22 |
14/26 16/24 |
14/24 16/24 |
14/26 16/26 |
| l = 5,75 m |
12/22 14/20 |
14/24 16/24 |
12/24 14/22 |
14/26 16/24 |
14/24 16/22 |
14/26 16/24 |
12/24 14/22 |
14/26 16/26 |
14/24 16/24 |
14/28 16/26 |
14/26 16/24 |
14/28 16/26 |
| l = 6,00 m |
14/22 16/20 |
14/26 16/24 |
14/24 16/22 |
14/26 16/26 |
14/24 16/22 |
14/28 16/26 |
14/24 16/22 |
14/28 16/26 |
14/26 16/24 |
14/28 16/28 |
14/28 16/26 |
14/30 16/28 |
Deckenbalkenquerschnitte C24 (S10), Zweifeldträger,
e = 75 cm für NKL 1 und 2 bei KLED mittel
|
2-Feld e = 75,0 cm C24 (S10) |
Balkenquerschnitt b/h [cm]1) in Abhängigkeit der Spannweite l und der Belastungen gk und qk,N |
|||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Eigenlast2) gk | 1,75 kN/m² | 2,50 kN/m² | ||||||||||
| Nutzlast2) qk,N | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | ||||||
|
Bemessungs- kriterium3) |
A | B | A | B | A | B | A | B | A | B | A | B |
| l = 3,00 m |
6/18 8/16 |
6/20 8/18 |
6/20 8/18 |
6/20 8/18 |
6/22 8/18 |
6/22 8/20 |
||||||
| l = 3,25 m |
6/20 8/18 |
6/22 8/18 |
6/22 8/20 |
6/22 8/18 |
6/24 8/20 |
6/24 8/20 |
||||||
| l = 3,50 m |
6/22 8/20 |
6/24 8/20 |
6/24 8/20 |
6/22 8/20 |
8/22 10/20 |
8/24 10/20 |
||||||
| l = 3,75 m |
6/22 8/20 |
6/24 8/22 |
8/22 10/20 |
6/24 8/22 |
8/24 10/22 |
8/24 10/22 |
||||||
| l = 4,00 m |
6/24 8/22 |
8/24 10/20 |
8/24 10/22 |
8/22 10/20 |
8/24 10/22 |
10/22 12/20 |
||||||
| l = 4,25 m |
8/22 10/20 |
8/24 10/22 |
10/22 12/20 |
8/24 10/22 |
10/24 12/22 |
10/24 12/22 |
10/24 12/24 |
|||||
| l = 4,50 m |
8/24 10/22 |
10/24 12/22 |
10/24 12/22 |
10/22 12/20 |
10/24 12/22 |
12/24 14/22 |
||||||
| l = 4,75 m |
8/24 10/22 |
10/24 12/22 |
12/24 14/22 |
10/24 12/22 |
10/24 12/24 |
12/24 14/22 |
14/24 16/22 |
|||||
| l = 5,00 m |
10/24 12/22 |
10/24 12/24 |
12/24 14/22 |
12/24 14/22 |
12/24 14/22 |
12/24 14/24 |
14/24 16/22 |
14/24 16/24 |
14/24 16/24 |
14/26 16/24 |
||
| l = 5,25 m |
10/24 12/22 |
12/24 14/24 |
12/24 14/22 |
14/24 16/24 |
14/24 16/22 |
14/24 16/24 |
12/24 14/22 |
14/24 16/24 |
14/24 16/24 |
14/26 16/24 |
14/26 16/24 |
|
| l = 5,50 m |
12/24 14/22 |
14/24 16/24 |
14/24 16/22 |
14/26 16/24 |
14/26 16/24 |
14/26 16/26 |
14/22 16/20 |
14/26 16/26 |
14/26 16/24 |
14/28 16/26 |
14/28 16/26 |
|
| l = 5,75 m |
12/24 14/22 |
14/26 16/24 |
14/24 16/24 |
14/28 16/26 |
14/26 16/24 |
14/28 16/26 |
14/24 16/24 |
14/28 16/26 |
14/26 16/26 |
14/28 16/28 |
14/28 16/26 |
14/30 16/28 |
| l = 6,00 m |
14/24 16/22 |
14/28 16/26 |
14/26 16/24 |
14/28 16/28 |
14/26 16/26 |
14/30 16/28 |
14/26 16/24 |
14/30 16/28 |
14/28 16/26 |
14/30 16/30 |
14/30 16/28 |
14/32 16/30 |
Deckenbalkenquerschnitte C24 (S10), Zweifeldträger,
e = 83,3 cm für NKL 1 und 2 bei KLED mittel
|
2-Feld e = 75,0 cm C24 (S10) |
Balkenquerschnitt b/h [cm]1) in Abhängigkeit der Spannweite l und der Belastungen gk und qk,N |
|||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Eigenlast2) gk | 1,75 kN/m² | 2,50 kN/m² | ||||||||||
| Nutzlast2) qk,N | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | 2,00 kN/m² | 2,80 kN/m² | 3,00 kN/m² | ||||||
|
Bemessungs- kriterium3) |
A | B | A | B | A | B | A | B | A | B | A | B |
| l = 3,00 m |
6/20 8/16 |
6/22 8/18 |
6/22 8/20 |
6/20 8/18 |
6/22 8/20 |
6/24 8/20 |
||||||
| l = 3,25 m |
6/20 8/18 |
6/22 8/20 |
6/24 8/20 |
6/22 8/20 |
6/24 8/22 |
8/22 10/20 |
||||||
| l = 3,50 m |
6/22 8/20 |
6/24 8/22 |
8/24 10/20 |
6/24 8/22 |
8/22 10/20 |
8/24 10/22 | ||||||
| l = 3,75 m |
6/24 8/20 |
8/22 10/20 |
8/22 10/22 |
8/22 10/20 |
8/24 10/22 |
10/22 12/20 |
||||||
| l = 4,00 m |
8/22 10/20 |
8/24 10/22 |
8/24 10/22 |
8/24 10/22 |
10/24 12/22 |
10/24 12/22 |
||||||
| l = 4,25 m |
8/24 10/22 |
10/24 12/22 |
10/24 12/22 |
10/22 12/20 |
10/24 12/22 |
12/24 14/22 |
||||||
| l = 4,50 m |
8/24 10/22 |
10/24 12/22 |
12/24 14/22 |
10/24 12/20 |
10/24 12/22 |
12/24 14/22 |
14/24 16/22 |
|||||
| l = 4,75 m |
10/24 12/22 |
12/24 14/22 |
14/22 16/22 |
12/24 14/22 |
14/24 16/22 |
14/24 16/24 |
||||||
| l = 5,00 m |
10/24 12/22 |
10/24 12/24 |
12/24 14/24 |
14/24 16/24 |
12/24 14/22 |
14/24 16/24 |
14/24 16/24 |
14/26 16/24 |
14/26 16/24 |
|||
| l = 5,25 m |
12/24 14/24 |
14/24 16/22 |
14/24 16/24 |
14/26 16/24 |
14/24 16/22 |
14/26 16/24 |
14/26 16/24 |
14/26 16/26 |
14/28 16/26 |
|||
| l = 5,50 m |
12/24 14/22 |
14/26 16/24 |
14/26 16/24 |
14/26 16/26 |
14/28 16/26 |
14/24 16/24 |
14/28 16/26 |
14/26 16/26 |
14/28 16/26 |
14/28 16/26 |
14/28 16/28 |
|
| l = 5,75 m |
14/24 16/22 |
14/26 16/26 |
14/26 16/24 |
14/28 16/26 |
14/28 16/26 |
14/26 16/24 |
14/28 16/28 |
14/28 16/26 |
14/30 16/26 |
14/30 16/28 |
14/30 16/30 |
|
| l = 6,00 m |
14/24 16/24 |
14/28 16/26 |
14/28 16/26 |
14/300 16/28 |
14/30 16/28 |
14/30 16/30 |
14/28 16/26 |
14/30 16/30 |
14/30 16/30 |
14/32 16/30 |
14/32 16/30 |
14/32 16/32 |
Fußnoten zu Tabellen Einfeldträger:
1) fett: Vorzugsquerschnitt KVH®, Duobalken® oder Triobalken®
kursiv: Querschnitt nicht lieferbar (Verwendung von Brettschichtholz GL24 empfohlen)
2) Einwirkungen:
gk: charakteristische ständige Einwirkung (Eigengewicht) gemäß DIN 1055-1: 2002-06
qk,N: charakteristische veränderliche Einwirkung (Nutzlasten) gemäß DIN 1055-3: 2006-03
3) Bemessungskriterien (linke bzw. rechte Spalte)
- Beanspruchbarkeit auf Biegung MR,d und Querkraft VR,d
Enddurchbiegung in der charakteristischen Bemessungssituation: wQ,inst ≤ l/300 und wfin – wG,inst ≤ l/200
Durchbiegung in der quasi-ständigen Bemessungssituation wfin – w0 ≤ l/200 - Beschränkung der Durchbiegung auf w = wG,inst + Ψ2 × wQ,inst ≤ 6 mm aus quasi-ständiger Einwirkung als zusätzliches Kriterium für den vereinfachten Schwingungsnachweis. Für den Einzelfall wird ein genauer Schwingungsnachweis empfohlen.
