An
introduction to Timber Strength ~ Force direction
diagrams.
Force 'A' is applied in the same direction as
fibres (parallel to the grain) and is termed the longitududal
direction. Forces 'B' and 'C' are applied across the fibres
(perpendicular to the grain) Force 'B' is applied in the tangential
direction. Force 'C' is applied
in the radial direction.
The strongest direction is A. the
Longitudal direction i.e. towards the end grain. It is unlikely to use
this except for columns, pit props, etc. For all construction purposes
no difference is placed on the tangential or radial faces when calculated
strength and deflection of timber. However more attention should be
placed on knots, sloping grain, shakes and other timber defects which have
more affect on the strength of a board. Therefore the difference
between the force directions shown at B and C are negligible in square
section timber.
If using boards, of any type it is much stronger when
placed in the direction shown at Ref 4.
This is more related to forces on the
cross section rather that the wood but tangential boards are marginally
stronger than radial boards in this direction.
Sloping grain does
weaken boards and the more slope, the weaker the effect. And to labour the
point, straight grain is stronger.
Be especially aware of cutting
shaped struts and avoid what is called short grain where the curvature
cuts across from long grain to cross grain. This considerably weakens the
strut at this point. The remedy, applied by medieval carpenters was to
select the 'crook' of a tree for this member. This provided a natural
curved and hence strong strut for beams and ships
timbers.