sawn lumber – Wood Engineering

E min and `Never’

By WoodEngineering Posted on July 17, 2024 Posted in Uncategorized Tagged with 1.66, beam, beam design, coefficient of variation, coefficient of variation of E, column, column design, COVE, E, E05, elasticity, Emin, factor of safety, glued laminated timber, glulam, joist, lateral torsional buckling, lumber, minimum, minimum modulus of elasticity, modulus of elasticity, National Design Specification, NDS, NDS Appendix D, NDS Appendix F, NDS Supplement, probability, safe, safety, sawn lumber, stability

I continue to be mesmerized by this thing called `E min’. E min is the `minimum modulus of elasticity’ used in stability calculations in wood engineering design. E min (hereafter just Emin) is based on `regular’ modulus of elasticity, E. …

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Tag: sawn lumber

E min and `Never’