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AASHO allowable load allowable unit stress angle of load Appearance Grade arch bolt bolted joints camber Canadian Standards Association cantilevered chord compression compression members connector load cross-section CSA CODE 086 curves dead load depth DESIGN IN TIMBER design load diameter dimensions Douglas fir dry service conditions duration of load end distance ENGINEERING DESIGN Face Grain factor feet flange formula framing GLUED-LAMINATED STRUCTURAL TIMBER glulam horizontal inches joint joists lag screw laminations length live load load to grain longitudinal shear lumber maximum modulus of elasticity moisture content nails parallel to grain perpendicular to grain Pine plywood pounds Preservative Treatment PROPERTIES OF SECTIONS purlin sawn timber section modulus shear plates shear stress side slenderness ratio snow load spaced columns span split rings standard steel strength Structural Grade Table thickness Trofdek trusses UNIFORMLY DISTRIBUTED LOAD values vertical washers Western Hemlock western larch Western Red Cedar width wood