Building Code Requirements for Structural Concrete and Commentary


CHAPTER 11—SHEAR AND TORSION ............................................................................................. 155



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CHAPTER 11—SHEAR AND TORSION ............................................................................................. 155
11.1—Shear strength ...........................................................................................................................................................155
11.2—Shear strength provided by concrete for nonprestressed members..........................................................................158
11.3—Shear strength provided by concrete for prestressed members................................................................................160
11.4—Shear strength provided by shear reinforcement ......................................................................................................163
11.5—Design for torsion ......................................................................................................................................................168
11.6—Shear-friction .............................................................................................................................................................180
11.7—Deep beams ..............................................................................................................................................................183
11.8—Provisions for brackets and corbels...........................................................................................................................184
11.9—Provisions for walls ....................................................................................................................................................188
11.10—Transfer of moments to columns .............................................................................................................................190
11.11—Provisions for slabs and footings .............................................................................................................................190



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