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2. LVL STRUCTURES IN FLOORS, WALLS, ROOFS AND IN SPECIAL APPLICATIONS

2.3.2 Ridge beams

LVL-P beams can be used as load-bearing main beams of

ridge roofs. As LVL beams are slim, LVL ridge beams are nor-

mally multiple-member beams. Rafters can be supported on

the ridge beam or they can be connected to the sides of the

ridge beam with, e.g., joist hangers. Section 2.2.2 and Figure

2.10. have instructions for the nailing and screwing patterns

of multiple-member LVL beams. In the case of side connec-

tions, nailing or screwing between the LVL plies must be ver-

ified case-specifically.

Calculations according to EN

1995-1-1:2004+A1:2008 and

its Finnish National Annex.

Permanent load is 20% of the

total characteristic load, the

remainder is snow load. Wind

load not included. Service class

1 or 2; consequences class

CC2. Beam has lateral torsional

buckling supports on the top

surface at ≤ 1200 mm spacing

and the loads are located at

the lateral torsional buckling

(LTB) supports. Double beams

are analysed as separate beams

in LTB. Support length shall be

calculated separately. Net final

deflection

w

net,fin

≤ L/300.

γ

M

= 1,2

Does not replace project-specific

structural design.

Figure 2.34.

Capacity table [kN/m] of single-span LVL 48 P ridge beams for predesign.

Figure 2.33.

LVL-P ridge beam. Due to the height/thickness ratio

recommendations, LVL ridge beams are usually multiple-member

beams.

0

10

20

30

40

50

60

70

80

90

1,5

2,0

2,5

3,0

3,5

4,0

4,5

5,0

5,5

6,0

6,5

7,0

7,5

8,0

Characteristic load [kN/m]

Span length [m]

Floor main beams

5x200 45x240 45x260 45x300 45x360 51x 00 63x500 75x200 75x300 75x600

0

5

10

15

20

25

30

35

40

2,0

2,5

3,0

3,5

4,0

4,5

Characterastic load [kN/m]

Maximum span length [m]

LVL 48 P ridge beams h = 200 - 300mm for roofs

45x200

45x240

45x260

45x300

75x200

75x300

2x45x200

2x45x240

2x45x260

2x45x300

0

5

10

15

20

25

30

35

40

45

50

55

60

2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0 6,5 7,0 7,5 8,0

Characterastic load [kN/m]

Maximum span length [m]

LVL 48 P Ridge beams h = 360 - 600mm for roofs

45x360

51x400

63x500

75x600

2x45x360

2x51x400

2x63x500

2x75x600

40

LVL 48 P ridge beams h = 200 - 300mm for roofs

45x200

0

5

10

15

20

25

30

35

40

45

50

55

60

2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0 6,5 7,0 7,5 8,0

Characterastic load [kN/m]

Maximum span length [m]

LVL 48 P Ridge beams h = 360 - 600mm for roofs

45x360

51x400

63x500

75x600

2x45x360

2x51x400

2x63x500

2x75x600

70

LVL Handbook Europe