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Sawn Lumber Species 4 Design Values
1C Section Properties of Western Species Glued 4E Design Values for Visually Graded Decking 44
1D Section Properties of Southern Pine Glued Softwood Timber 47
ADJUSTMENT FACTORS Design AITC Area X-X Axis Balsam Fir Bending design values Bending to grain CL CL CL CM CM CM comprehensive description Compression Modulus parallel Dense Structural 65 description of design design value adjustment dimension lumber DOUGLAS FIR-LARCH dry service conditions duration and dry EASTERN WHITE PINE FACTORS Design values Fc E Agency Flat Use Factor Glued Laminated Timber grain to grain HEM-FIR Mixed Southern Pine Modulus of Elasticity narrow face 1.33 NELMA Select Structural NLGA 2A No.1 Stringers No.1 Timbers Non-Dense normal load duration Northern Red Oak NORTHERN WHITE CEDAR o o o o o o o OOOO OOOOO parallel to grain perpendicular to grain Red Spruce Select Structural Beams Select Structural Posts shear parallel shear stress factors SITKA SPRUCE SPIB SPRUCE-PINE-FIR square inch psi TABLE 4A Tabulated design values value adjustment factors values in pounds WCLIB Western Hemlock Wet Service Factor wide face Width WWPA