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Appendix A Midlength Tension Laminations and Beam Test Results
10-lamination beams 1D beams 1D tension laminations 2nd lam 302-24 tension laminations 75 percent AlTC analysis of variance associated wood average MOE values beam combinations beam failures beam groups beams failed beams that failed centerline knot coefficient of determination cross section design value DF-L beams DF-L test DOUGLAS FIR-LARCH Douglas-fir edge knot elasticity MOE equation Figure finger joints subjected finger-joint failures glued-laminated beams GRADE TENSION LAMINATIONS grain deviation occupying initial set knot and grain laminating grades lb/in.2 design stress load maximum Modulus of elasticity Modulus of Rupture number of laminations P.A. wood pith pith-associated wood predicted tensile strength second set SET OF SOUTHERN set of SP sion laminations SOUTHERN PINE BEAMS SP beams specially graded tension species specific gravity target MOR level target MOR value tensile stresses TENSION LAMINATIONS 4-LAMINATIONS tension tests test beams test MOE values test values tion type of tension wood in joint