FOUNDATIONS AND FOUNDATION WALLS. This chapter discusses foundations and foundation walls constructed using the two most common. foundation materials – concrete and masonry. Although the IRC permits the use of treated wood. for foundations and foundation walls and insulating concrete form (ICF) for foundation walls, this guide does not cover those materials other than to inform the reader that wood foundations in.
https://c.ymcdn.com/sites/www.nibs.org/resource/resmgr/BSSC/FEMA232_Chapter3final.pdf
3-2 Building on strong and safe foundations. 3 foundation design loads. design methods can be used to design a building. For this manual, all of the calculations, analy-. ses, and load combinations presented are based on ASD. The use of strength design methods. will require the designer to modify the design values to accommodate strength design concepts.
https://www.fema.gov/media-library-data/20130726-1518-20490-6246/05_fema_p550_ch3.pdf
Structural Design of Foundations for the Home Inspector. A foundation transfers the load of a structure to the earth and resists loads imposed by the earth. A foundation in residential construction may consist of a footing, wall, slab, pier, pile, or a combination of these elements. alternative methods.
http://www.nachi.org/structural-design-foundations-home-inspector.htm
The required width or area of a spread footing is determined by dividing the building load on the footing by the soil-bearing capacity from Table 4.2 or Table 4.3, as shown below. Building design loads, including dead and live loads, should be determined by using allowable stress design (ASD) load combinations.
http://www.nachi.org/structural-design-foundations-home-inspector.htm
Example 5.1 completes the analysis and design of shallow foundations for. two of the alternative framing arrangements considered for the building featured in Example 6.2. Example 5.2 illustrates the analysis and design of deep foundations for a building similar to the one. highlighted in Chapter 7 of this volume of design examples.
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Chapter 3 – Design Loads for Residential Buildings. It should also be noted that the wind load factor of 1.5 in Table 3.1 used. for load and resistant factor design is consistent with traditional wind design. practice (ASD and LRFD) and has proven adequate in hurricane-prone.
https://www.huduser.gov/Publications/pdf/res2000_2.pdf
Residential Buildings. 3.1 General. Loads are a primary consideration in any building design because they. define the nature and magnitude of hazards or external forces that a building must. resist to provide reasonable performance (i.e., safety and serviceability) throughout the structure’s useful life.
https://www.huduser.gov/Publications/pdf/res2000_2.pdf
Seismic Design Categories (SDCs) D1 and D2 require engineering design and many of the. reinforcement requirements for concrete also apply to ICF (see Chapter 4 of the IRC for more. information on the use of these materials). The subject of frost protection of foundations also is.
https://c.ymcdn.com/sites/www.nibs.org/resource/resmgr/BSSC/FEMA232_Chapter3final.pdf
The anticipated loads are influenced by a. building’s intended use (occupancy and function), configuration (size and shape), and location (climate and site conditions). Ultimately, the type and magnitude of. design loads affect critical decisions such as material selection, construction.
https://www.huduser.gov/Publications/pdf/res2000_2.pdf
This example features the analysis and design of shallow foundations for two of the three framing. arrangements for the seven-story steel office building described in Section 6.2 of this volume of design. examples. Refer to that example for more detailed building information and for the design of the. superstructure.
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foundation design what load should i use
Dead and live loads the foundation design should use.   You should use dead and live loads for the foundation design.