Page 50 - Design of Reinforced Masonry Structures
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MASONRY UNITS: APPLICATIONS, TYPES, SIZES, AND CLASSIFICATION  2.3

































         FIGURE 2.1  Common definitions used to describe masonry units. (Courtesy: BIA.)

           Materials from which masonry units can be made include clay or shale, concrete, cal-
         cium silicate (or sand lime), stone, and glass. The two major types of masonry units used
         in general masonry construction are (1) clay building brick and (2) concrete building brick
         and blocks. Both types of units can be either solid or hollow. Units are made hollow by
         providing voids that extend through the full height of the units. These voids are commonly
         referred to as cores or cells, which are distinguished by their cross-sectional areas. Cores
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         are void spaces having cross-sectional areas less than 1 ⁄ 2 in. , whereas a cell is a void space
         having a cross-sectional area larger than that of a core. Voids that extend through only
         part of the height are called frogs. Essentially, frogs are indentations in one bed surface of
         bricks manufactured by molding or pressing. Frogs may be in the form of shallow troughs
         or a series of conical shapes. Panel frogs are limited to a specified depth and a specified
         distance from a face. Deep frogs are frogs that are deeper than  ⁄ 8 in., and must conform
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         to the requirements for coring, hollow spaces, and void area of the applicable standard.
         Indentations over the full height of the ends of units are also referred to as frogs, and the
         units are said to have frogged ends. Concrete masonry units with frogged ends are produced
         by extending the face shells on one or both sides as required [2.10]. Various definitions are
         illustrated in Fig. 2.1.
           In construction, masonry units are assembled together with mortar joints in between
         them. Mortar is applied to the top and bottom horizontal surfaces of units, which are
         referred to as bedding areas. The horizontal layer of mortar on which a masonry unit is laid
         is called the bed joint. Most masonry units are rectangular in shape, and defined by their
         three dimensions: width, height, and length, in that order (Fig. 2.2). Masonry units used
         in wall construction are rectangular in shape, which are laid with their long dimensions
         oriented horizontally in the plane of the wall, and height perpendicular in the plane of the
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