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Design Properties for Western Red Cedar

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Currently I am designing a replacement 115kV T-line using Western Red
Cedar poles.  In so doing, I am also attempting to check the design
values used by PLS-CADD for Western Red Cedar.  I was wondering would
anyone know: Modulus of Elasticity, Modulus of Rigidity, and Density of
the aforementioned timber product.  Thanks in advance.