Building Code Requirements for Structural Concrete and Commentary

CHAPTER 15—FOOTINGS ................................................................................................................. 261
15.1—Scope ........................................................................................................................................................................ 261
15.2—Loads and reactions.................................................................................................................................................. 261
15.3—Footings supporting circular or regular polygon-shaped columns or pedestals ........................................................ 262
15.4—Moment in footings .................................................................................................................................................... 262
15.5—Shear in footings ....................................................................................................................................................... 263
15.6—Development of reinforcement in footings................................................................................................................. 264
15.7—Minimum footing depth .............................................................................................................................................. 264
15.8—Transfer of force at base of column, wall, or reinforced pedestal ............................................................................. 264
15.9—Sloped or stepped footings ....................................................................................................................................... 266
15.10—Combined footings and mats .................................................................................................................................. 267
CHAPTER 16—PRECAST CONCRETE ............................................................................................. 269
16.1—Scope ........................................................................................................................................................................ 269
16.2—General ..................................................................................................................................................................... 269
16.3—Distribution of forces among members ..................................................................................................................... 270
16.4—Member design ......................................................................................................................................................... 270
16.5—Structural integrity ..................................................................................................................................................... 271
16.6—Connection and bearing design ................................................................................................................................ 273

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