Page 473 - Forensic Structural Engineering Handbook
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95%  characteristic  5.3/°F  6.51/°F  5.14/°F  13.67/°F  7.07/°F  5.33/°F  6.9/°F  6.09/°F  5.13/°F  6.02/°F  6.75/°F  540  81  42  32  581  416  590  294  2500  1.92/psi  4.45





              Mode  (most likely)  2.84/°F  3.47/°F  4.02/°F  10.97/°F  3.7/°F  4.22/°F  5.28/°F  4.73/°F  5.04/°F  5.48/°F  6.5/°F  76  26  21  10  100  55  310  154  760  0.75/psi  1.53




               Median  3.14/°F  3.83/°F  4.09/°F  11.14/°F  4.11/°F  4.29/°F  5.39/°F  4.82/°F  5.04/°F  5.49/°F  6.5/°F  140  34  24  13  171  106  340  171  1020  0.94/psi  2.02




              deviation


              Standard  (CV, %)  1.07/°F (32)  1.31/°F (33)  0.56/°F (14)  1.216/°F (11)  1.45/°F (33)  0.56/°F (13)  0.81/°F (15)  0.68/°F (14)  0.06/°F (1)  0.3/°F (5)  0.15/°F (23)  190 (95)  22 (56)  9 (36)  9 (60)  188 (84)  144 (97)  120 (33)  60 (33)  680 (58)  0.52/psi (50)  1.27 (55)
          Estimated Masonry Dimension Change Coefficients, 10 –6 (dimensionless)



               Mean  3.3/°F  4.0/°F  4.13/°F  11.22/°F  4.33/°F  4.33/°F  5.45/°F  4.87/°F  5.04/°F  5.5/°F  6.5/°F  200  39  25  15  223  148  360  180  1180  1.05/psi  2.31/psi c S 1   total linear drying shrinkage of concrete masonry units determined in accord with ASTM C 426, Test Method for Drying Shrinkage of




              Number  of data  Estimate a  Estimate  Estimate  Estimate e  Estimate a Increased 22% for extruded brick parallel to the direction of extrusion, i.e., vertically for extruded brick laid as a stretcher. e The average reduction in CMU drying shrinkage for “low-shrinkage” units below that of “normal-shri

                    75  87  48  22  10  10  12  108  27  48  3  3  3  68  94 c  184  31 b Stone moisture expansion is reversible. Clay products have reversible moisture expansion but net long-term growth.


                   ⊥  ||                                                 f ⊥   Perpendicular to the direction of extrusion. ||   Parallel to the direction of extrusion.
              Masonry  material  Clay products  f  Concrete masonry  Granite  Limestone  Marble  Sandstone  Mortar  Glass block  Reinforced concrete  Structural steel  Clay products  Granite  Limestone  Marble  Sandstone  Clay products  Type I  CMU d  Type II  Mortar  Clay product  Concrete masonry  horizontal shri









          TABLE 13.11  Property  Thermal expansion   coefficient  Moisture expansion b  Freezing expansion  Shrinkage  Masonry  Creep







                                       13.18
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