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Masonry Veneer

             258   CHAPTER SEVEN



                                                        designed, and arches may crack because of
                               LOAD
                                                        structural instability.
                                                           The most common method of support-
                                                        ing the masonry above openings is with
                                                        loose steel angle lintels. A length of steel
                                                        angle rests on the masonry on either side
                                                        of the opening but is not attached to the
                                                        backing wall. It should have a minimum
                                                        bearing length of 4 in. on each side of the
                                                        opening and be positioned so that it sup-
                                                                     2
                                                        ports at least   3 of the masonry thickness.
                                                        Loose steel lintels allow the work to pro-
                                                        ceed quickly without the need for tempo-
                 1 /2 LOAD                  1 /2 LOAD
                REACTION                    REACTION    rary shoring or a curing period. Cast stone
                          ARCH COMPRESSION              and precast concrete lintels also provide
                                                        immediate support but require two work-
                               LOAD
                                                        ers or more for lifting the heavy sections
                                                        in place. Cast stone lintels are popular
                                                        because they add elegant detailing with
                                                        greater strength and lower cost than nat-
                                                        ural stone. A minimum end bearing of 8
                                                        in. is recommended for cast stone, rein-
                                                        forced concrete, and CMU lintels.
                 1 /2 LOAD                  1 /2 LOAD
                REACTION                    REACTION       When masonry is laid in running bond,
                        LINTEL FLEXURAL TENSION         it creates a natural, corbeled arch (Figure 7-
               FIGURE 7-8                               10). In fact, before true masonry arches
                                                        were invented, corbeled arches, vaults, and
                  ansfer in arches and lintels.
                                                        domes were used to span openings. Lintels
                                                        must be designed to carry the weight of the
                              masonry inside the triangle formed by the line of such arching action.
                              This triangular area has sides at 45° angles to the lintel, and its height is
                              therefore one-half the span length (Figure 7-11). Outside this area, the
                              weight of the masonry is assumed to be carried to the supporting abut-
                              ments by natural arching. For this assumption to be true, however, the
                              arching action must be stabilized by 8–16 in. of masonry above the top
                              of the triangle. If arching action cannot be assumed to occur because of
                              inadequate height above the load triangle, or because the masonry is not
                              laid in running bond, the lintel must be sized to carry the full weight of



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