// CODE SNIPPET
9.3.3 Reinforcement Strain Limit in Nonprestressed Beams
JUMP TO FULL CODE CHAPTER
For nonprestressed beams with Pu < 0.10f'cAg, εt shall be at least 0.004.
Related Code Sections
9.3.3 Beams, Reinforcement Strain Limit in Nonprestressed Beams
For nonprestressed beams with P u < 0.10 f' c A g , ε t shall be at least 0.004 ...
Building Code Requirements for Structural Concrete of New York State > 9 Beams > 9.3 Design Limits > 9.3.3 Reinforcement Strain Limit in Nonprestressed Beams
9.7.2 Beams, Reinforcement Spacing
For nonprestressed and Class C prestressed beams, spacing of bonded longitudinal reinforcement closest to the tension face shall not exceed s ...
Building Code Requirements for Structural Concrete of New York State > 9 Beams > 9.7 Reinforcement Detailing > 9.7.2 Reinforcement Spacing
25.6.1 Reinforcement Details, Nonprestressed Reinforcement
Groups of parallel reinforcing bars bundled in contact to act as a unit shall be limited to four in any one bundle ...
Building Code Requirements for Structural Concrete of New York State > 25 Reinforcement Details > 25.6 Bundled Reinforcement > 25.6.1 Nonprestressed Reinforcement
9.6.1 Beams, Minimum Flexural Reinforcement in Nonprestressed Beams
A minimum area of flexural reinforcement, A s,min , shall be provided at every section where tension reinforcement is required by analysis ...
Building Code Requirements for Structural Concrete of New York State > 9 Beams > 9.6 Reinforcement Limits > 9.6.1 Minimum Flexural Reinforcement in Nonprestressed Beams
7.3.3 One-Way Slabs, Reinforcement Strain Limit in Nonprestressed Slabs
For nonprestressed slabs, ε t shall be at least 0.004 ...
Building Code Requirements for Structural Concrete of New York State > 7 One-Way Slabs > 7.3 Design Limits > 7.3.3 Reinforcement Strain Limit in Nonprestressed Slabs