Page 349 - Design of Reinforced Masonry Structures
P. 349

CHAPTER 6
               WALLS UNDER GRAVITY

             AND TRANSVERSE LOADS














         6.1 INTRODUCTION

         Walls form the most visible and functional components of masonry and other struc-
         tures. They are provided to perform a multitude of functions. In bearing wall structural
         systems, masonry walls can be provided to carry both gravity and lateral loads (both
         in-plane and out-of-plane). Masonry walls are often provided as nonload-bearing ele-
         ments in many forms such as curtain walls, panel walls, partition walls, in-fill walls,
         screen walls, fence walls, and highway sound barrier walls. Masonry walls are often used
         advantageously as means to impart architectural beauty to buildings and other structures.
         This is particularly true in case of brick walls and veneer walls. Available in many shades
         of red, brown, and gray colors, both bricks and veneers are often used to impart and/or
         enhance aesthetic qualities of masonry structures. For example, bricks can be used, for
         economic or architectural reasons, on the exterior of concrete masonry wall to form a
         composite wall.
           Discussion in this chapter is focused on analysis and design of masonry (concrete and
         clay) subjected to both gravity and out-of-plane loads; the latter being those induced by
         wind and earthquakes. Walls may also be subjected to out-of-plane forces from other sources
         such as earth pressures (e.g., earth-retaining walls, basement walls, walls of buried struc-
         tures, bridge abutments, etc.) and liquid pressures (on walls of liquid-retaining structures).
         Walls subjected to in-plane lateral loads, called shear walls, are discussed in Chap. 7. Walls
         subjected to lateral earth pressures (retaining walls and subterranean walls) are discussed in
         Chap. 8. Several new terms are introduced in this chapter in the context of masonry walls
         and related construction practices. These terms are defined in “Glossary” provided at the
         end of the last chapter in this book.


         6.2  TYPES OF MASONRY WALLS

         Masonry walls may be built from solid or hollow masonry units. Although common in
         past decades, solid masonry units are rarely used today, and consequently, not discussed in
         this book. Modern masonry walls are constructed from hollow masonry units or combined
         hollow and solid masonry units. Spurred by a combination of experience, research, and
         advances in producing various types of masonry units, modern masonry offers many types




                                        6.1
   344   345   346   347   348   349   350   351   352   353   354