Page 71 - Design of Reinforced Masonry Structures
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2.24                       CHAPTER TWO

                 TABLE 2.7    Aggregate Type-Concrete Unit Weight Relationships [2.1]

                  Concrete                          Unit weight, lb/ft 3
                  Sand and gravel concrete             130–145
                  Crushed stone and sand concrete      120–140
                  Air-cooled slag concrete             100–125
                  Coal cinder concrete                 80–105
                  Expanded slag concrete               80–105
                  Pelletized-fly ash concrete          75–125
                  Scoria concrete                      75–100
                  Expanded clay, shale, and sintered fly ash concrete  75–90
                  Pumice concrete                      60–85
                  Cellular concrete                    25–44


           Concrete masonry units may be classified by their unit weights or applications. A con-
         crete masonry unit is considered as follows (see Table 2.8):
                                         3
         1. Lightweight if it has a density of 105 lb/ft  or less.
                                                      3
         2. Medium weight if it has a density between 105 and 125 lb/ft .
                                                   3
         3. Normal weight if it has a density of more than 125 lb/ft .
           Approximate weights of various hollow units may be determined from Fig. 2.17.

                TABLE 2.8    Weight Classification for Load-Bearing Concrete Masonry Units
                                   Oven-dry weight   Maximum water
                Weight classification  of concrete   absorption
                                         3
                Lightweight        105 lb/ft  max.   18 lb/ft 3
                Medium weight      105–125 lb/ft 3   15 lb/ft 3
                Normal weight      ≥125 lb/ft 3      13 lb/ft 3






















               FIGURE 2.17  Weights of some hollow units for various concrete densities [2.1].
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