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6. Tension strength of timber - ULS condition

The design load case at the ULS will be due to a combination of the permanent and variable design loads.

Design tensile stress parallel to ot.0.d.s = grain in the side members, at 0.d.s

Design tensile stress parallel to ot.0.d.,- = grain in the central members, at 0.d.i

Design tensile strength of the timber /t.0.d = in the joint parallel to grain, /t 0.d

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