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Page Title: Foundations
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Intermediate Supports

The timber-bent abutment shown in figure 8-2, view (C), can be used with timber or steel stringers on bridges with spans up to 30 feet. The DEADMAN is used to provide  horizontal  stability.  These  abutments  do  not exceed 6 feet in height. Other  types  of  fixed-bridge  abutments  are  PILE abutments   and   CONCRETE   abutments.   Timber   or steel pile abutments can support spans of any length, can be used with steel or timber stringers, and can reach a maximum height of 10 feet. A timber-pile abutment is shown in figure 8-2, view (B). Concrete abutments are the  most  permanent  type.  They  may  be  mass  or reinforced  concrete,  may  be  used  with  spans  of  any length,  and  may  be  as  high  as  20  feet.  Use  these abutments  with  either  steel  or  timber  stringers. Foundations That part of a building or structure located below the surface of the ground is called the FOUNDATION. Its purpose is to distribute the weight of the building or structure and all live loads over an area of subgrade large enough  to  prevent  settlement  and  collapse. In general, all foundations consist of the following three essential parts: the  foundation  bed, which consists of the soil or rock upon which the building or structure rests; the footing, which is normally widened and rests on the foundation bed; and the foundation wall, which rises from the foundation to a location somewhere above Figure  8-3.—Common  wall  and  column  foundations. the ground. The foundation wall, contrary to its name, may  be  a  column  or  a  pedestal  instead  of  a  wall. However, when it is a wall, it forms what is known as a continuous   foundation.   Figure   8-3   shows   common types  of  wall  and  column  foundations. The   continuous   foundation   is   the   type   most commonly  used  for  small  buildings.  The  size  of  the footing  and  the  thickness  of  the  foundation  wall  are specified on the basis of the type of soil at the site. Most building codes also require that the bottom of the footing be horizontal and that any slopes be compensated for by stepping the bottom of the footing. Another   type   of   foundation   is   the   grade-beam foundation. A GRADE BEAM is a reinforced concrete beam  located  at  grade  level  around  the  entire  perimeter of a building, and it is supported by a series of concrete piers  extending  into  undisturbed  soil.  The  building loads are supported by the grade beam, which distributes the load to the piers. The piers then distribute the load to the foundation bed. A spread foundation, as shown in figure 8-4, is often required   where   heavily   concentrated   loads   from columns, girders, or roof trusses are located. This type of  foundation  maybe  located  under  isolated  columns  or at intervals along a wall where the concentrated loads occur.  Spread  footings  are  generally  reinforced  with steel. They may be flat, stepped, or sloped, as shown in figure  8-3. Figure 84.—P1an and section of a typical spread footing. 8-3

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