Tension parallel to the grain
Cross-sectional Inputs
All references to EN 1995-1-1:2004 unless otherwise stated.
This case tests a cross-section in tension parallel to the grain according to Clause 6.1.2.
Timber Type
The timber type of the cross-section. See the timber database section for the types supported by Teretron.
Cross-section type
The geometry type of the cross-section.
Width bThe width of a rectangular cross-section, in mm. Depth hThe depth of a rectangular cross-section, in mm. |
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Diameter dThe diameter of a circular cross-section, in mm. |
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Area A
The area of a generic cross-section, in mm2.
Area reduction
The area reduction ΔA refers to reductions in the nominal cross-section size that have to be taken into account in the calculation of the member strength (e.g. holes from fasteners) according to Subclause 5.2(2).
It should be given as a percentage of the total nominal area of the cross-section.
Contribution of cross-section size on the determination of member strength properties
Includes factors kh (or kl for LVL) for the calculation of the member strength in solid timber, glulam and LVL, according to Clauses 3.2, 3.3, and 3.4.
In the case of LVL, the member length is also required.
Length of LVL member l
The length of an LVL member. It is requested when the cross-section size is to be taken into account in the determination of member strength properties.
Contribution of the load distribution system in the member strength properties
Includes factor ksys for the calculation of the member strength, according to Clause 6.6, for a member that functions as part of a continuous load distribution system.
Note that Subclause 6.6(3) states that the strength verification for a continuous load distribution system should be carried out assuming short-term load duration.