ORGANIZATION FOR TECHNICAL CONFORMITY REPORT No.: HQR160624001-02

EN 13377

Clause I Requi『e『nent-Test Result - Remark Verdict

5 Performance requirements

General

Beams shall conform to the requirements of this

5.1 clause according to their class. Conformity with the

P20 p requirements shall be verified, see clauses 6 and 7,

and manufacturing shall be su同ect to production

control see clause 8 and annex C.

5.2 Material and assembly r饲uiremen恒

Solid timber components - strength class

5.2.1 Members of solid timber shall at怆ast conform to Min 8,9 N/mm2 p

strength class C 24 of EN 338.

w。。d based panel c。mp。nen恒

5.2.2 The web shall be made of one of the following Solid wood p

materials

Shear strength of 创1e glue line in beam sec创。ns

with webs conforming to 5.2.2c

5.2.3 After applying the wet-d叩cyclic testing procedure 10 kN after 20 cycles p

given in annex D, the mean value of the shear

strength of beam sections shall be at least 9 kN.

Glued finger join也

5.2.4 Glued finger joints in flanges shall conform to EN N。t币nger joints NIA

385.

Glue 5.2.5 Type 1 p

Glue shall fulfil the requirements of type I of EN 301.

5.3 Dir『1ensions

Principal dimensi。ns

5.3.1 The length of the beam shall conform to the

manufacture『s decla『ed dimension within a tolerance Max.: 6mm deviation

of 10 mm.

Dimensional m。vement due t。 moisture variati。n

5.3.2 Within the range of moisture content of 10 % to 20 %,

0.5% p the dimensional movement of depth H shall not

exceed 1,0 % of H.

5.4 Structural properties

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