Building Code Requirements for Structural Concrete and Commentary

APPENDIX B—ALTERNATIVE PROVISIONS FOR REINFORCED AND PRESTRESSED
CONCRETE FLEXURAL AND COMPRESSION MEMBERS ................................................ 395
B.1—Scope.......................................................................................................................................................................... 395
APPENDIX C—ALTERNATIVE LOAD AND STRENGTH REDUCTION FACTORS ......................... 403
C.9.1—Scope ...................................................................................................................................................................... 403
C.9.2—Required strength .................................................................................................................................................... 403
C.9.3—Design strength ....................................................................................................................................................... 405
APPENDIX D—ANCHORING TO CONCRETE................................................................................... 409
D.1—Definitions ................................................................................................................................................................... 409
D.2—Scope ......................................................................................................................................................................... 411
D.3—General requirements ................................................................................................................................................. 412
D.4—General requirements for strength of anchors ............................................................................................................ 414
D.5—Design requirements for tensile loading ..................................................................................................................... 419
D.6—Design requirements for shear loading....................................................................................................................... 428
D.7—Interaction of tensile and shear forces........................................................................................................................ 436
D.8—Required edge distances, spacings, and thicknesses to preclude splitting failure ..................................................... 437
D.9—Installation of anchors................................................................................................................................................. 438