Page 511 - Forensic Structural Engineering Handbook
P. 511

14.2              MATERIAL-SPECIFIC FORENSIC ANALYSES

           TEMPORARY AND PERMANENT REMEDIAL REPAIRS                     14.27
              Shoring                                                   14.27
              Replacement                                               14.27
              Sistering                                                 14.27
              Bolt Tightening                                           14.27
              “Beam Stretcher” Moment Connections                       14.28
              Post Tensioning                                           14.28
              Radial Tension                                            14.28
              Shear Reinforcement                                       14.29
              Clamps and Stitch Bolts                                   14.29
              Field Installed Addition of Laminations                   14.29
           EXAMPLES AND CASE STUDIES                                    14.30
           CLOSURE                                                      14.37
           REFERENCES                                                   14.37



           CHARACTERISTICS AND ENGINEERING
           PROPERTIES OF TIMBER

           Characteristics
           Organic Material with Moisture Content. Wood is a natural-growth organic material
           with a cellular structure, which retains water. Water is a living tree’s best friend and lum-
           ber products’ worst enemy. Wood moisture content is expressed as a weight percentage of
           the water present to the dry weight of wood. Water is retained in the cell walls to satura-
           tion, and additional free water may be retained within the cell cavity. The fiber saturation
           point of most wood species occurs in the middle 20 percent range with Douglas fir about
           average at 25 to 26 percent. Since water softens the cellular wall, strength and stiffness
           increase as moisture content is reduced below the fiber saturation point. Design values for
           solid sawn softwood lumber are based upon wood moisture content of 15 percent described
           as an average of 19 percent or below with a wet-service factor C reduction applied, where
                                                         M
           moisture content will exceed 19 percent. Glulam is usually produced in a moisture content
           range of 12 to 15 percent. Design values for glulam are based upon wood moisture content
           of 12 percent with a wet-service factor C reduction applied, where moisture content will
                                        M
           exceed 16 percent.
             Wood in use and not subject to free water will come to equilibrium at a moisture con-
           tent as a function of temperature and humidity. An oven-dry laboratory test in which all
                                        1
           moisture is driven off per ASTM D 4442 can accurately determine the weight of water in
           a specimen, from which the wood moisture content may then be calculated. A nondestruc-
           tive approximation of wood moisture content may be obtained easily by using a calibrated
           electric resistance moisture meter, where the electric resistance between two needles dri-
                                                           2
           ven into the wood is measured parallel to grain per ASTM D 4444. A moisture meter and
           probe, such as the G-30 by Delmhorst Instrument Co., should be in the forensic engineer’s
           tool kit. Adjustments for specie and temperature are provided by the instrument supplier.
           Wood moisture content in the higher ranges provides an environment favorable to wood-
           eating organisms, fungi, termites, etc. A softwood moisture content of 20 percent is consid-
           ered the approximate threshold at which primitive forms of life that cause decay become
           active. Many of the problems a forensic engineer is asked to investigate with wood structures
           are moisture-related.
   506   507   508   509   510   511   512   513   514   515   516