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ubject. More than eighty thousand tests have been made at the Madison laboratory alone, and the work is far from completion. The writer also acknowledges his indebtedness to Mr. Emanuel Fritz, M.E., M.F., for many helpful suggestions in the preparation of Part I; and especially to Mr. Harry Donald Tiemann, M.E., M.F., engineer in charge of Timber Physics at the Government Forest Products Laboratory, Madison, Wisconsin, for careful revision of the entire manuscript. SAMUEL J. RECORD. YALE FOREST SCHOOL, _July 1, 1914_. CONTENTS PREFACE PART I THE MECHANICAL PROPERTIES OF WOOD Introduction Fundamental considerations and definitions Tensile strength Compressive or crushing strength Shearing strength Transverse or bending strength: Beams Toughness: Torsion Hardness Cleavability PART II FACTORS AFFECTING THE MECHANICAL PROPERTIES OF WOOD Introduction Rate of growth Heartwood and sapwood Weight, density, and specific gravity Color Cross grain Knots Frost splits Shakes, galls, pitch pockets Insect injuries Marine wood-borer injuries Fungous injuries Parasitic plant injuries Locality of growth Season of cutting Water content Temperature Preservatives PART III TIMBER TESTING Working plan Forms of material tested Size of test specimens Moisture determination Machine for static tests Speed of testing machine Bending large beams Bending small beams Endwise compression Compression across the grain Shear along the grain Impact test Hardness test: Abrasion and indentation Cleavage test Tension test parallel to the grain Tension test at right angles to the grain Torsion test Special tests Spike pulling test Packing boxes Vehicle and implement woods Cross-arms
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