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1-foot and 2-foot 2-foot lap joint applied bending average ratios Baldwin-Lima-Hamilton BEAM LENGTH CONTAINED beam of constant bending moments listed bending stress ber of nails calculated experimental moments centroid constant section continuous beam critical nail calculated different nail patterns electrical strain gages experimental bending mo experimental bending moments experimental values Figure FIXED END CONDITIONS Fmai force couple caused force couple put Forestry and Conservation formula was 63.9 friction gage position gage readings initial nail joint at selected joint members LAP SPLICE lead wires lengths of lap listed for check listed in Table load cell lustrating members were spliced ment check points modulus of elasticity nailed lap joint Nails P 200 namely check points National Design Specifi number of nails pattern tested pound inches PURDUE UNIVERSITY rotate section modulus Suddarth and Dale tern test beam test results test setup Theo theoretical bending moments tion torsion formula Western Hemlock wood members