Page 497 - Design of Reinforced Masonry Structures
P. 497

SHEAR WALLS                       7.59

















































          FIGURE 7.24  Plan irregularities (reentrant corners).

         7.8.2  Horizontal Structural Irregularities

         In many cases, diaphragms are not regularly shaped (e.g., diaphragms with offsets, with
         reentrant corners, or with any kind of discontinuity), or they may be supported by vertical
         elements that have different rigidities. In such cases, structures are said to have horizontal
         structural irregularities. ASCE 7-05 Section 12.3.2.1 recognizes five types of irregularities
         as listed in Table 7.6:
         1. (a) Torsional irregularity, (b) extreme torsional irregularity
         2. Reentrant corners irregularity
         3. Diaphragm discontinuity irregularity
   492   493   494   495   496   497   498   499   500   501   502